Connector, method for connecting structural members with connector and connection structure between structural members

ABSTRACT

A connector is inserted into connecting holes arranged at abutment surfaces between structural members, adhesive agent is fed from one end of a hollow part of the connector or an opening part of a branch pipe of the connector and the clearances between the surface of the connector and circumferential walls of the connecting holes are filled with adhesive agent flowed out of the other end opening at the hollow part of the connector so as to connect both structural members in rigid form.

CROSS REFERENCE TO RELATED APPLICATION

This application is a division of application Ser. No. 08/067,576 ofYasuo Goto filed May 26, 1993, now U.S. Pat. No. 5,466,086.

BACKGROUND OF THE INVENTION

1. Field of the Invention

The present invention relates to a connector for connecting inter-woodsor inter-laminated wood or inter-stones or connecting woods or laminatedwood or stones or concretes, a method for connecting structural membersof a wooden house using the connectors and framework structures of alarge-sized wooden building having a heavy timber structure and thelike, and a connection structure between the structural members.

2. Description of the Related Arts

In recent years, connecting method have been developed aimed at laborsaving or streamlined processes for building of a dwelling house or thelike and further aiming at a connection between a beam and a pole plate,a pole plate and a column, a body joint and an independent column andthe like or a connection structure or a coupling structure and the likeaiming at a streamlining of work.

For example, 1 Jap. U.M. Laid-Open No. Sho 63-162008 discloses aframework fitting to be used in a wooden framework, 2 Jap. U.M.Laid-Open No. Hei 2-93401 discloses a reinforcing fitting for a lowerend of a column of a framework wooden building and a connection partwith a foundation of the building, 3 Jap. Pat. Laid-Open No Hei 3-295946discloses a trap dowel fitting and a lathing structure of a frameworkwooden building using the dowel fitting, 4 Jap. Pat. laid-Open No. Hei2-300442 discloses a connection structure of wooden structural membersin which the wooden framework is not disassembled after its connection.All these prior arts use fittings, bolts and nuts for connectinginter-structural members.

In addition, as connection part structures, Jap. Pat. Laid-Open Nos. Sho63-14939, Sho 63-14940 and Sho 63-14941 disclose a connection partstructure in a wooden framework aiming at improved structural strengthof the connection part.

However, the aforesaid prior art connectors or connection partstructures had problems in that their structures were complex and lackedoperability due to the fact that bolts or nuts or washers had to beinserted and fixed during laminated wood and an excessive plurality ofcomponent parts were required. In addition, they had problems that theirfittings were large in size, heavy in their weight and lacked convenienttransport characteristics and further they were lacking in safety forworking at a elevated locations due to the fact that physical strengthsuch as bending, tention, compression or shearing and the like wererequired.

During the laminated wood, problems occurred in fixing the fitting andanother problem was the troublesome operation of removing the fittingand rearranging it and at the same time another problem was that acutting work was mistakenly carried out at the connecting surface tocause loss of a structural member such as wooden member. In addition, ithad problems that installing a cylinder punched at a predeterminedposition or a plug member at a predetermined position and a threadablefitting of a bolt into a punched hole of the installed cylinder or theplug was difficult, their operability was inferior, a quite large numberof working steps were required and the working period was extended.

The system in which the wooden members were fixed by bolts or nuts hadproblems that shrinkage of wooden members caused wooden members toloosen easily and also physical strength of the system to be decreased.In addition, problems occurred such that bolts or nuts or fittings andthe like were oxidized by dew formation and the like to cause theirstrength to be decreased and at the same time some imported woodenmembers due to their storage in marine areas, caused the bolts orfittings and the like to be declayed by salt pollution, resulting inshowing deterioration of their physical strength and durability.

In addition, problems occurred in disasters in that the outer connectingbolts or fittings were the first melt during a fire, their strength wasinsufficient and housing collapsed. In addition, the maximumdisadvantage of a framework structure having wooden members therein wasbrittleness of the connecting parts. Although various kinds ofconnection parts or couplings were devised by carpenters in the past toretain their physical strength, almost all these structures had problemsin that they were complex in structure, a large number of working stepswere required and poor productivity resulted. In addition, problemsoccurred in insufficient production of wooden members having a largesectional area, their procurement was difficult and a wooden structuresuch as a beam of long span or the like could not be transported due toRoad Traffic Control Law restrictions.

Further, in recent years, there have been developed connecting methodsfor connecting structural members or a connection structure in which ametallic connector is used in place of various kinds of prior art jointsor coupling structures in wooden buildings so as to improve aoperability during installation and a working time is shortened.

For example, Jap. Pat. Laid-Open No.Hei 3-5543 discloses a connectingmethod for members in a wooden structure which is superior in itsoperation and has high reliability in view of its structure in which asteel rod is inserted into each steel rod buried hole punched at each ofthe wooden members to be connected to each other, extending axially ofthe members, and opened at connecting end surfaces and an adhesive agentis filled in the burying holes, outer circumferences of the connectingsurfaces of both wooden members are sealingly closed in advance,thereafter the adhesive agent is forcedly fed into the steel rodinserting holes and the adhesive agent is filled in a clearance betweenan inner circumferential surface of each of the burying holes and thesteel rod and also the adhesive agent is charged in a clearance betweenthe connecting surfaces of both wooden members and they are in closecontact with each other.

However, the aforesaid prior art configuration has the followingproblems, i.e.

1 opening of three holes for use in aeration of air and fillingconfirmation for one steel rod burying hole not visible to human eyesmay reduce ease of operation, requires a strict forming angle of theburied hole and further accompanying a difficulty in performing thepunching operation;

2 the adhesive agent filled the clearance between the connectingsurfaces sealingly closed at their circumferences when the adhesiveagent is fed through a feeding hole flows into another burying hole oraccompanied with air from another burying hole or another feeding holeto cause non-uniform filling;

3 a solidification of sealing agent requires a long period, apressurized feeding stage of the adhesive agent cannot be performed atonce and it is a slow operation;

4 an independent column and a beam cannot be connected at their ends atparticular sites and it lacks ease of operation; and

5 upon completion of the work, reinforcement work can not be carried outin view of its ease of operation process.

It is the first object of the present invention to provide a connectorin which the conventional complex connection part or coupling structureis of quite simple structure, structural strength is improved togetherwith adhesive agent, operability of connection part or coupling orconnecting work is remarkably improved and the working period can beremarkably shortened; a method for connecting the structural members inwhich a working technology for the connection part, coupling orconnecting operation is simplified by using the connector, the number ofworking steps is remarkably reduced and it has a superior productivityof a building and the like; and a connection structure betweenstructural members which is superior in structural strength and providesimproved strength during disasters.

The second object of the invention is to provide a connector in which anadhesive can be easily poured, removal of the connector is eliminated,executability is remarkably improved, productivity of buildings isenhanced and excellent disaster preventive effects are obtained and amethod for connecting the structural members by using the connector.

It is the third object of the present invention to provide a connectionstructure between the structural members in which their operability issuperior at the time of the installation, there is no non-uniformfilling, it has a superior connection strength and high reliability.

It is the fourth object of the present invention to provide a connectorin which various kinds of removable connectors are connected, connectorshaving different lengths and shapes can be easily adjusted at site,their operability or operation process is remarkable improved,productivity is improved, a high connection strength is provided and theanti-disaster effect is superior.

In order to achieve the first object, the present invention comprisesthe following:

A connector is comprised of a straight or bent tubular member of whichsectional shape is one of a circle, an ellipse or a polygon.

A connector as set forth above is comprised of a surface of said tubularmember formed with a projection.

A connector as set forth above is comprised of a branch pipe of tubularmember fixed to a hole punched at a predetermined longitudinal part of acircumferential wall of said tubular member and communicated up to saidhollow part.

A connector as set forth above is comprised of said hollow part closedat its end part or formed in solid state from a predeterminedlongitudinal part of the tubular member to one end thereof.

A method for connecting structural members is comprised of steps ofpunching each of a pair of holes forming connecting holes having thesame diameter as or larger diameter than that of the connector as setforth above at predetermined parts of abutting surfaces of a pluralityof structural members composing laminated wood or wood or stone orconcrete and the like, inserting the connector into each of holespunched at said step and abutting each of the structural members to eachother, and feeding adhesive agent at one opening part of the hollow partof said connector inserted into the connecting hole abutting againsteach of the holes at said step, flowing out it at an opening of theother end and filling adhesive agent between the surface of saidconnector and a circumferential wall of said connecting hole.

A method for connecting structural members is comprised of the steps ofpunching each of a pair of holes forming a connecting hole of the samediameter as or larger diameter than that of a main body of saidconnector having a branch pipe at a predetermined part of an abuttingsurface of a plurality of structural members composed of laminated woodor wood or stone or concrete and the like, cutting a groove forinstalling the branch pipe at the abutting surface of at least one holepunched at said step, inserting the main body of the connector into eachof the connecting holes punched at said step, installing the branch pipeat the groove, installing the connector having the branch pipe in theconnecting hole between the structural members and abutting each of thestructural members, feeding adhesive agent at an opening at an end partof the branch pipe, flowing out the adhesive agent from one or aplurality of ends of the hollow part of said connector and filling theadhesive agent at least between the surface of said connector and acircumferential wall of said connecting hole.

A connection structure between structural members is comprised of theconnector having a plurality of structural members composed of laminatedwood or wood or stone or concrete and the like, grooves for installingthe branch pipe formed by a pair or connecting holes at an abuttingsurface between said structural members and cutting the abutting surfaceas required, said connector inserted into said connecting holes or thegroove, and adhesive agent fed from one end part of the hollow part ofsaid connector or the opening part of the branch pipe, flowing out ofone or a plurality of openings at the other end of the hollow part ofthe tubular member and substantially filled at least between the surfaceof said connector and a circumferential wall of said connecting hole.

A connection structure between structural members is comprised of aplurality of structural members composed of laminated wood or wood orstone or concrete and the like, the rod-like connector in which thehollow part of the tubular member inserted into the connecting hole issolid; and adhesive agent substantially filled between thecircumferential wall of the connecting hole and the surface of theconnector.

In order to achieve the second object, the present invention comprisesthe following:

A connector described above comprises a tubular member having anengaging portion formed on at least one end of a hollow part, and ahollow branch pipe having an engaging portion formed on at least one endthereof, said engaging portion being detachably engaged with saidengaging portion of said tubular member.

The connector described above comprises an arrangement wherein saidtubular member is formed on the surface thereof with protruded portionsor concave or convex parts, and/or said tubular member is provided witha projecting portion at an end thereof.

A connector described above comprises a hole portion for a branch pipebored in a predetermined portion in a longitudinal direction of a hollowtubular member so as to be communicated with said hollow part, anengaging portion formed in said hole portion for a branch pipe, and ahollow branch pipe having an engaging portion formed on at least one endthereof, said engaging portion being detachably engaged with the firstmentioned engaging portion.

A connecting method for structural member described above comprises thesteps of: boring a connecting hole portion communicated from onestructural member to the other structural member in a connecting portionbetween structural members of a building, inserting a connectorcomprised of a tubular member with which end is engaged a branch pipeinto the connecting hole bored by said step, pouring an adhesive intosaid branch pipe of said connector inserted by said step until theadhesive flows back into an opening of said connecting hole, and asrequiered, releasing the engagement between said branch pipe and saidtubular member to remove said branch pipe.

A connecting method for structural member described above comprises thesteps of: boring a connecting hole portion for embedding a connector ina connecting portion between structural members, forming a cuttingportion for mounting a branch pipe from an open end of at least one ofthe connecting hole portions bored by said step, bringing the structuralmember on which is mounted the connector having a branch pipe engagedwith a predetermined portion of a tubular member into contact with theconnecting hole portion bored by said step and the groove portion,pouring an adhesive into the branch pipe of said connector inserted bysaid step until the adhesive flows back into an opening of the grooveportion for mounting the branch pipe, and as required, releasing theengagement of said branch pipe to remove said branch pipe.

The present invention accomplishing the third object is comprised of thefollowing configurations.

The connection structure between the structural members is comprised ofan adhesive agent accumulation part formed between the connectingsurfaces of building materials such as wooden members, connecting holesof the connector formed to be communicated with each of the connectingsurfaces, an air discharge part formed at either one or both of theconnecting surfaces from an end part of the connecting hole to anoutside part of the building material, the connector buried in theconnecting hole and adhesive agent filled in the adhesive agentaccumulating part and in the connecting holes.

The connection structure between the structural members is formed with agrooved seal having a groove for use in forming an air discharge partwhere the adhesive agent accumulation part adheres to an outercircumference of one of the connecting surfaces of the buildingmaterials.

The connection structure between the structural members is constructedsuch that the adhesive agent accumulating part and the air dischargepart are formed by being scooped out except for the outer circumferenceof the connecting surface of one of the building members.

The connection structure between the structural members is constructedsuch that the adhesive agent accumulation part is comprised of a grooveformed near an outer circumference of a connecting surface of each ofthe building members and a seal member fitted to the groove.

The connection structure between the structural members is constructedsuch that the adhesive agent accumulating part is firmed by an edgingwork except the outer circumference of the connecting surface of one ofthe building materials.

The connection structure between the structural members is comprised ofa connecting hole of a connector formed through each of connectingsurfaces of a building material such as a wooden material and the like,the air discharge part formed at one of the connecting surfaces from anend part of the connecting hole toward an outside part of the buildingmaterial, a connector buried in the connecting hole, the adhesive agentaccumulation part formed between the connecting hole and the connectingsurface around the air discharge part, an adhesive agent applicationpart formed between the adhesive agent accumulation part and theconnecting surface except for the outer circumference of the connectingsurface, and adhesive agent fed to and fixed to the connecting holes andthe adhesive agent accumulation part.

The present invention accomplishing the fourth object is comprised ofthe following components.

The connector is made such that at least one end of a tubular member isformed with a concave and/or convex end engaging part removablyconnecting with another connector.

The connector is made such that it has a hollow part formed in alongitudinal central part of a section of the tubular member and openedat at least one end of the tubular member.

The connector is made such that there is provided a wall engaging partor a branch pipe engaging part communicated up to a hollow part andpunched at a predetermined part in a longitudinal direction of acircumferential wall of the tubular member, removably connecting to theother connector or hollow branch pipe and communicating with the hollowpart.

The connector is made such that an end part engaging part of at leastone end of the hollow part is formed with an engaging part for a branchpipe for removably engaging with the hollow branch pipe.

The connector is made such that the engaging part for the branch pipe iscoaxially in a stepwise manner or in a substantial frustum of a circularcone within the end part engaging part and/or the wall surface engagingpart.

The connector is made such that a surface of the tubular member isformed with a projection or a concave or a convex part.

The connector is made such that the branch pipe is fixed to the engagingpart for the branch pipe.

The connector is made such that a plurality of connectors are connectedby the end part engaging part and/or the wall surface engaging part.

The connector is made such that the branch pipe is fixed to the engagingpart for the branch pipe of the connector.

It is the fifth object of the present invention to provide a connectorhaving a simple structure which is suitable for a mass production at alow cost and capable of attaining a remarkable workability, a remarkableshortened working period and further a remarkable shortened number ofmanufacturing steps.

The present invention accomplishing the fifth object is comprised of thefollowing components.

A connector comprises a tubular member having a concave part of whichsectional shape is circle, ellipse or polygon and formed at an outercircumference thereof in a longitudinal direction from one end or apredetermined part near it to the other end or to a predetermined partnear it; and a pipe-like part fitted to the concave part of the tubularmember with one end thereof being opened at the end part or apredetermined part near it of the tubular member and the other endthereof being extended from the other end of the tubular member or apredetermined part thereof.

A connector comprises a pipe-like branch pipe removably inserted intoone opening of said pipe-like part.

A connector comprises a tubular member having a concave part of whichsectional shape is circle, ellipse or polygon and formed from an outercircumferential end part in a longitudinal direction or a predeterminedpart near it to the other end thereof or a predetermined part near it, apipe-like part fitted to the concave part; and a pipe-like branch piperemovably inserted into holes punched at a predetermined part in alongitudinal direction of the pipe-like part or integrally formed at apredetermined part in T-shape form.

A connector in which a side surface of at least one end of the tubularmember is formed with an adhesive agent guiding groove.

A connector comprises an adhesive agent guiding groove of the tubularmember communicated with the concave part and an opening of at least oneend of the pipe-like part opened at the adhesive agent guiding groove.

A connector in which the pipe-like part fitted to the concave part ofthe tubular member is fixed to the tubular member by welding or withadhesive agent.

A connector comprises a pipe-like part fitted to the concave part of thetubular member fixed by a metallic wire such as a stainless steel wireor a synthetic resin rope-like material made of nylon fiber or the like.

A connector comprises an outer circumferential surface of the tubularmember formed with a helical projecting stripe or a helical projectingridge or a concave or convex part.

In this case, the tubular member for the connector is comprised of metalsuch as iron or molded by organic fibers, non-organic fibers such ascarbon fibers, boron fibers, glass fibers and metallic fibers orceramics using cement and its complex materials or the like of whichsectional shape is circle, ellipse or polygons such as triangle, square,hexagon or the like and is formed linearly, <--shape or arcular shape. Ahollow part for use in flowing in adhesive agent is formed from an endpart to an end part in a longitudinal direction of a substantial centralpart in section or formed from an end part to a branch pipe hole. It ispreferable that a diameter of the hollow part is formed to be smallenough not to prevent a flowing-in of the adhesive agnet. This is formedfor aiming at no-decreasing of mechanical strengths such as shearingforce or bending stress and the like.

The projection (a projecting part or a concave or convex part) formed atan outer surface of the connector is comprised of a random formation ora helical formation of concave or convex parts of continuous projectionor non-continuous projection and it is preferable that the projectionmay function as a buffer for adhesive agent flowing out of the other endof the connector, the adhesive agent is filled between the outer surfaceof the connector and the circumferential wall of the connecting hole ofthe structural member so as to expand an adhering area and also theprojection is formed in such a shape as one providing an anchoringeffect. One or a plurality of projections may be formed or may not beformed at an end part of the tubular member or the branch pipe where theadhesive agent turns back in response to the operating place orapplication or the kind of adhesive agent (having a high viscosity).Width or depth of the concave or convex part projection such as ahelical groove or the like may be varied in response to viscosity of theadhesive agent. One end part of the connector may solid in response tothe connecting structure between the structural members. The connectormay be formed in the same diameter or different diameter.

A shape of an end part of the connector may be of a bulged shape, a flatshape or a concave shape, although it is efficient for it to be properlyapplied in response to the type of application or kind of structuralmember. For example, wooden tips or the like around a circumferentialwall within the punched connecting hole can be pressed with thebulged-out end between the wooden members or laminated wood and furtherinserted and in the case of concrete or stone material, the connectorhaving an end shape formed into a concave part can be inserted while theconvex part in the hole is being crushed and a flat-shaped connector ispreferably used for the connecting hole finished into a mirror surface.If a guiding part such as a guiding groove for use in guiding the fedadhesive agent towards the outer surface is formed at the surface of theend part, the adhesive agent can be smoothly guided between the surfaceof the connector and the circumferential wall of the connecting hole soas to improve the operation of feeding the adhesive agent.

The branch pipe is formed by a tubular member, made of the same materialas that of the connector or different material and the branch pipe isfixed or engaged in such a way that the hollow part of the tubularmember and its hollow part are communicated to each other. The diameterof the branch pipe is substantially the same or smaller or larger as orthan that of the tubular member. The fixing or engaging method iscarried out such that the branch pipe fixing part or the engaging partand the fixing part of the connector are formed with threaded holes tomake their threaded engagements or formed with fitting parts to make afitted part or they may be fixed by welding or the like. In the casethat the branch pipe is molded by fiber-reinforced synthetic resin, itmay be formed as an integral product.

Forming of the branch pipe enables smooth feeding of adhesive agent intothe connector in response to its operating place. In the case that thebranch pipe is used in a connecting place for a truss structure havingmore than three connecting holes, it may be formed as part of theconnector.

Although the hollow part of the connector is preferably finished with amirror surface in order to reduce the flow resistance of the adhesiveagent, its mirror surface is not needed when viscosity of the adhesiveagent is low. The tubular member and the hollow part of the connectorare preferably set to satisfy a relation of r≦R √1-0.0165 l/R in thecase that the connector is of metal, where l is a length of theconnector, R is a radius of the tubular member and r is a radius of thehollow part. This is set to perform a smooth feeding operation of theadhesive agent and to prevent breakage of the connecting part from beinggenerated in the connector. As an adhesive agent, it is properlyselected in response to the kind of structural members such as a woodenmember to a wooden member, laminated wood to laminated wood, a stonemember to a stone member, a concrete structure, a stone member to aconcrete structure or the like. As a practical example, organic adhesiveagent such as epoxy or polyurethane or nonorganic adhesive agent such asmortar is used. It is preferable to feed the adhesive agent indouble-stage feeding or a pressure feeding for wooden materials orlaminated wood or a concrete structure. This work is carried out toprevent the adhesive agent from being absorbed, be lacking in amount andhaving its adhering force, reduced in response to the kind of woodenmaterial (laminated wood) or concrete.

As the structural members, wooden members such as square timber orlaminated wood of materials or laminated plate, stone material such asstone columns or concrete columns, beams, walls and the like are used.

One or a plurality of connecting holes are punched at an abuttingsurface between a plurality of structural members in compliance with ashape of the connector, the diameter of the connecting hole ispreferable to be approximately the same or slightly larger than themaximum diameter of the tubular member and its depth is formed at leastslightly deeper than the length of the connector to be stored. This isto facilitate a flow of adhesive agent between the connector and thecircumferential wall of the connecting hole. The connecting hole or thecutting part may be formed at the site by a drilling or a cuttingoperation or pre-cutting at the factory. The connecting hole is formedin a substantial vertical, a slant, a slant crossing or in a parallelform against the abutting surface according to the installing location.Applying adhesive agent around the connecting hole is preferable forfurther improving structural strength. Upon completion of feeding of theadhesive agent into the connecting hole, the hole is covered by a plugor a wooden dowel and the like to make a flush surface or by repairingwith putty to obtain a clean finished surface.

In the tubular member having a hole portion for a branch pipe at alongitudinal predetermined portion, the diameter of the hollow part maybe changed before or behind the hole portion for the branch pipe. In thetubular member which has substantially the same length on the left andright sides about the hole portion for the branch pipe, the back flow isconcurrent since the flow velocity of the adhesive is substantially thesame and therefore the diameter of the hollow part may be the same.However, in the case where lengths thereof are different, it isnecessary to make the diameter of the longer tubular member large whilemaking that of the shorter tubular member small, to change the flowvelocity of the adhesive to make the timing of the back flow the same.

As the projection at a flowing-out end of the tubular member, one forpreventing rotation of the tubular member abutting against the bottompart of the connecting hole may be applied and more practically onehaving an acute leading end may be applied. For example, the end partmay be formed into an acute angle or a projection may be separatelyarranged. The projection may be arranged at the anchor part. Piercing ofthe projection at the bottom part of the connecting hole enables theconnector to be fixed and also to prevent the connector from beingrotated when the engagement of the branch pipe is disengaged and thebranch pipe is pulled out of the hole for the branch pipe and to preventthe projection from being pulled out together with the branch pipe,resulting in that reliability and operability of the projection can beimproved. The branch pipe is pulled out by releasing the engagement withthe tubular member after feeding the adhesive agent and in the case thatthe length of the branch pipe is short and there is no trouble when aplug is inserted, the branch pipe may be left without releasing theengaged state.

As the adhesive agent accumulation part, it may be formed by a sealmember arranged between the connecting surfaces, a grooved seal memberor a concave part formed by scooping out work at one of the connectingsurfaces or a groove formed by edging work. A space between theconnecting surfaces of each of the structural members forming theadhesive agent accumulation part is 0.01 to several millimeters,preferably 0.1 to several millimeters and it is properly selected inresponse to the size of the building material or its place of use.

The part for adhesive agent coating is coated with a thickness of 0.1 toseveral millimeters in response to the viscosity of adhesive agent.Coating of the adhesive agent enables a connection strength at theconnecting surface to be remarkably improved. In particular, in the casethat a plurality of connecting holes are formed at the same connectingsurface and the viscosity of the adhesive agent is high and the adhesiveagent is easily dried, the adhesive agent that has overflown at theconnecting surface during its feeding operation enters the otherconnecting hole and this is effective in the case that the airdischarging in the system or an outflow of adhesive agent during thefeeding of the adhesive agent is not easily prohibited.

The end part of the connector or the enaging part of the wall surfacemay be of either convex or concave shape, one or a plurality ofconnectors are connected in response to size, shape, combination of thestructural members to be connected or the required strength of theconnecting location so as to receive connectors having different lengthsor different shapes, wherein in the case that a plurality of connectorsare connected, the hollow parts between the connectors may be formed tobe communicated with each other. All of the connectors or one end of theconnector may be solid in response to the connecting structure betweenthe structural members. One end of the connector may be solid in responeto the connecting structure between the structural members or either theentire or one end of the connector may be solid in response to theconnecting structure between the structural members.

A plurality of wall surface engaging parts punched to be communicatedwith the hollow part of the connector may be formed at longitudinalpredetermined parts of the connector. The plurality of wall surfaceengaging parts are connected to the other connector, thereby a connectorfor a complex shape as found in a truss structure can be attained.

The branch pipe may commonly have an end part engaging part forconnecting the connectors to each other or the wall surface engagingpart and further the branch pipe engaging part for use in engaging withthe branch pipe may be separately arranged.

The engaging method for connecting the connectors to each other iscarried out by forming the threaded holes in the end part engaging partor the branch pipe engaging part, threadably engaging them or formingthe fitted parts and they are then fitted to each other and engaged toeach other. In particular, in the case that the engaging units arethreadably engaged to each other, the engaging parts are tapered toprevent the adhesive agent from leaking out and it is preferable toenforce the connecting strength through this formation.

In the case that the connectors of the same number as that of the rightand left sides of the other connectors are connected to the latterconnectors having the branch pipe engaging parts at the longitudinalpredetermined parts of the tubular members, flow speed of adhesiveagents flowing at the hollow parts of the connectors are approximatelyequal to each other which cause their return flows to be concurrentlygenerated and the diameters of the hollow parts in the right and leftconnected connectors may be the same as each other. However, in the casethat the lengths of the branch pipes are different from each other, thediameter of the longer connector is required to be large and the otherdiameter of the shorter connector is made small in order to change theflow speeds of the adhesive agents and the timing of the returnback-flow is required to be the same for both branch pipes.

The rod member of the connector is, similar to the tubular member,composed of metallic material or a complex material of organic ornon-organic fibers having as its sectional shape a substantial circle, asubstantial ellipse, wherein a concave part is formed at a substantialcentral part thereof in a longitudinal direction from its end part orits near predetermined part to its end part or from its end part to itsnear predetermined part. In addition, the rod member may be formed inthe same diameter or different diameter. The end part of the rod membermay be formed with a connecting part such as a threaded engaging meansor the like, a plurality of rod members may be connected in such alength as one corresponding to a working site so as to make the tubularmember having a predetermined length.

It is preferable that an outer surface of the rod member may also beformed with a continuous projecting ridge or a non-continuous projectingridge the like to act as a buffer.

Although a shape of a side surface of at least one end of the tubularmember may be a bulged-out shape, a flat shape or a concave shape, it isefficient if its shape is properly and selectively applied in responseto its application or the type of structural member.

A sectional shape of the concave part formed in a longitudinal directionof the outer surface of the rod member is a V-shape, a U-shape, asemi-circle or a rectangular shape or the like which is properlyselected in compliance with a shape of the pipe part to be fitted. Adepth of the concave part is properly selected in response to the typeor size of the rod member or a shape of the pipe-like part.

In the case that the end part of the rod member is formed with a guidingpart for use in guiding the adhesive agent fed thereto toward the outersurface, the adhesive agent can be smoothly guided between the surfaceof the tubular member and the circumferential wall of the connectinghole, resulting in that the feeding operation of the adhesive agent canbe improved.

When the flowing-out part of the adhesive agent at the rod member isformed with a projecting part of acute angle, the connector is insertedinto the connecting holes and the projecting part is pierced into thebottom part of the connecting hole, thereby a rotation of the rod membercan be prevented. In particular, when an engagement of the branch pipeis released and the branch pipe is pulled out of the opening part of thepipe-like part, the connector can be prevented from being rotated or therod member can be prevented from being pulled out together with thebranch pipe so as to enable reliability and workability to be improved.

The pipe-like part or the branch pipe is composed of a tubular item andis formed of the same material quality as that of the rod member. It ispreferable that the pipe-like part or the branch pipe can be cut at thesite so as to enable its length to be adjusted if it is made ofsynthetic resin or thin metallic material. A shape of the pipe-like partor the branch pipe has a round sectional shape, a polygon sectionalshape such as a triangle or a square, and a dome-like shape. A methodfor engaging the pipe-like part with the branch pipe may be carried outby forming some threaded holes at the engaging part of the pipe-likepart and the engagement part of the branch pipe so as to make theirthreaded connection or by forming the fitted parts and engaging themthrough their fitting.

Forming the branch pipe enables a smooth feeding of the adhesive agentinto the connector to be performed in response to the working site.After feeding the adhesive agent, the branch pipe may be pulled out byreleasing the engagement with the rod member or if there is no troublein the case that the length of the branch pipe is short and that theplug is set, the branch pipe may be left as it is.

Since the outer surface of the rod member is merely formed with aconcave part for an abutment or fitting of the pipe-like part, theconnector can be quite easily made. In addition, since the pipe-likepart corresponding to the connecting location can be selected, theworkability and a freedom of work can be improved or expanded. Inaddition, the pipe-like part can be properly selected in response to theshape of the concave part or the kind of adhesive agent.

With the aforesaid arrangement, since the connector made of metal or thelike is buried and fixed at the connection part between the structuralmembers, it is possible to make a remarkable improvement in strengthagainst bending, tensile, compression, shearing and the like. Further,it is possible to change some features of the connector such as type,diameter, length and number in response to its strength required at theconnecting location. Although the adhesive agent has a disadvantage thatit is fragile in general against a peeling-off power, it is possible tomake a substantial improvement in the connecting power by forming theconnecting holes into slant or slant crossed states against a stressacting between the structural members. Since the connecting hole isfilled with the connector and the adhesive agent around its outercircumference, mechanical strength against bending stress can beimproved and at the same time the connector is covered by the adhesiveagent, with the result it is possible to prevent the connector frombeing oxidized dew formation or being made brittle by salt corrosion.

It is possible to perform a reinforcement having a high withstand forceunder a simple operation through formation of the connecting hole at arepairing location with a drill and the like in the repairing of anexisting wooden building, inserting of adhesive agent into the hole andfeeding of the adhesive agent.

Since the connecting method is merely carried out by forming theconnecting hole and groove at the abutting surface of each of thestructural members and the connector is inserted and buried therein andafter that the adhesive agent is merely fed into the communication hole,the result is that the working steps can be quite simplified and thenumber of working steps reduced.

Since complex fitting operations having many component parts are notused, it is possible to prevent damage and loss of material caused byerrors in fitting.

In addition, the connector is buried in the wooden members, with theresult that internal parts are protected against fire with a carbonizedfilm on the surface of the wooden members the connector is preventedfrom being melted down, further a structural strength is retained,buildings may not be destroyed and safety characteristics improved.

In addition, it is possible to eliminate nonuniform filling due to thefact that the adhesive agent is filled while air in the hollow part ofthe connector or in the connecting hole or at the adhesive agentaccumulation part being discharged through an air drain part with theadhesive agent flowing in when the adhesive agent is flowed in.

In addition, the connector having complex shape corresponding to size,shape or combination of structural members to be connected or theirconnecting location can be easily made at the working site only througha connection of various removable connectors to the end engaging part orthe wall surface engaging part. Then, the connector corresponding to theworking site can be made only through a combination of various kinds ofremovable connectors as well as their connection. Then, in the case thatit is hard to get a space for inserting the connector between thestructural members to be connected, an easy working can be carried outonly through the rectangular connector. The removable connector is madesmall in size and simplified and its number of type can be less,resulting in that a standardization of the connector can be attained andits mass production can also be realized under a less expensive cost.

In addition, the present invention is made such that the adhesive agentaccumulation part is provided at the connecting surface of thestructural member, resulting in that a mere feeding of adhesive agent inthe connector enables the connecting surfaces to be adhered with theadhesive agent and a quite powerful connecting withstand force can beattained with a simple work in a high reliability. The connectingsurfaces of the structural members are provided with the adhesive agentaccumulation part and the adhesive agent coating part, thereby after theadhesive agent coating part is separately coated with the adhesiveagent, the connector is adhered to it and this can realize theconnecting structure for a building structure in which a more powerfulconnecting withstand force can be realized under a high reliability, ithas a superior workability and the working can be substantiallyshortened in working period as well as a labor saving can be remarkablyimproved.

As described above, according to the present invention, since theconnector is inserted and mounted within the lumber or the like andcoated with the adhesive, the connector can be prevented from saltdamage and dew condensation. The connector is free from corrosion or thelike. The durability of the connecting construction can be remarkablyenhanced. Further, since the connector cannot be viewed from outside,the connection joint structure excellent in beauty can be obtained toincrease the added value. In case of fire, the connector within thelumber is protected by the carbonized film of lumber, and the connectormay not subject to thermal deformation. Therefore, a building isprevented from being destroyed and an evacuation time can be secured bythe connector. By using a plurality of connectors, it is possible tominimize the progress of broken parts to remarkably enhance the safety.

In the past, particularly in wooden structures, connecting portions werevariously processed into a thin wall-thickness so that resistance to thetensile compressive stress, bending stress and shearing stress wereweak. In order to compensate for this, it is necessary to makestructural members such as the wood pieces thicker or to use auxiliaryfittings. In the case of the present application, reinforcement with theconnector of the present invention enables the lumber to get asufficient resistance against a mechanical load even though the timbersor the like are thin or fine in size, so that the present invention canperform a saving in resources. In addition, the strength can beartificially controlled by changing the shape, diameter, length and thenumber of connectors. Therefore, the execution can be performedaccording to the strength required for connecting parts. In addition, byperforming the connection using commercially available square rods,square rods having a heavy timber structure excellent in structuralstrength, beams of longest span, plate lumber or the like can be easilyfabricated in the field.

Furthermore, the combined use of an adhesive agent and a connector,enables a rigidity at the connected part to be the same rigidity andproof stress of one integral piece item such as timber. Hence, this canbe fully applied to multi-stories building such as a building ofthree-stories or more. In addition, such an effect as above can beobtained with a few number of connectors during the work. Accordingly,it is possible to get a remarkable improvement in operability, laborsaving and streamlining of the work and also the connected part showsthat the connector and adhesive agent become a core member to perform asufficient adaptation against tensile or bending shearing stress of thelike and so the present invention can realize a remarkable improvementin workability, labor saving and rationalization and at the same timethe connected part has a core member composed of the connector and theadhesive agent so as to enable this core member to accommodatesufficiently against any tension or bending stress or the like,resulting in that the present invention can prevent any accident ofcollapsing of a building during its work and the like.

BRIEF DESCRIPTION OF THE DRAWINGS

FIG. 1 is a perspective view for showing the connector of the firstpreferred embodiment.

FIG. 2 is a sectional view taken along a line A--A of FIG. 1.

FIG. 3a is an end view in elevation of one embodiment of the transversemember with a circular cross section.

FIG. 3b is an end view in elevation of another embodiment of thetransverse member with an elliptical cross section.

FIG. 3c is an end view in elevation of another embodiment of thetransverse member with a square cross section.

FIG. 3d is an end view in elevation of another embodiment of thetransverse member with a hexagonal cross section.

FIG. 3e is an end view in elevation of another embodiment of thetransverse member with a triangular cross section.

FIG. 4 is a configuration view for a dado joint coupling with theconnector of the first preferred embodiment.

FIG. 5 is a configuration view for an abutment coupling used with theconnector of the first preferred embodiment.

FIG. 6 is a configuration view for a halving joint used with theconnector of the first preferred embodiment.

FIG. 7 is a substantial front elevational view showing a connectionstructure using the connector of the first preferred embodiment.

FIG. 8 is a sectional view taken along a line B--B of FIG. 7 showing theconnection structure.

FIG. 9 is a sectional view taken along a line B--B of FIG. 7 showing ina schematic form, the flow of adhesive agent.

FIG. 10 is a configuration view showing a coupling between verticalmaterial like a column or a strut and lateral material like a foundationor a lateral beam using the connector of the first preferred embodiment.

FIG. 11 is a configuration view showing a dowel coupling using theconnector of the first preferred embodiments

FIG. 12 is a substantial perspective view showing a connecting structureof a dowel coupling using the connector of the first preferredembodiment.

FIG. 13 is a substantial perspective view showing a connecting structureof a prior art general dowel coupling.

FIG. 14 is a substantial perspective view showing a connecting structureof overlapped beam using the connector of the first preferredembodiment.

FIG. 15 is a substantial perspective view showing a connecting structureof an inclined coupling of laminated wood of materials using theconnector of the first preferred embodiment.

FIG. 16 is a sectional view showing a connector to be used in connectinga beam and a cross-beam of the second preferred embodiment.

FIG. 17 is a sectional view showing essential parts in section of aconnector of the second preferred embodiment to be used in the case thata concrete wall is connected with a wooden beam.

FIG. 18 is a configuration view showing a connection coupling for a beamand a cross-beam using the connector of the second preferred embodiment.

FIG. 19 is a substantial sectional view showing the respectiveconnection parts for a concrete wall and a lateral member using theconnector of the second preferred embodiment.

FIG. 20-a is a sectional view showing a linear connector of the thirdpreferred embodiment.

FIG. 20-b is a sectional view showing a bent connector of the thirdpreferred embodiment.

FIG. 21 is a configuration view showing a dado coupling working usiugthe connector of the third preferred embodiment.

FIG. 22 is a configuration view showing an abutment coupling between anindependent column and a joint timber using the connector of the thirdpreferred embodiment.

FIG. 23 is a configuration view showing a coupling between anindependent column and a lateral member using the connector of the thirdpreferred embodiment.

FIG. 24-a is a configuration view showing a diagonal coupling using theconnector of the third preferred embodiment.

FIG. 24-b is a substantial front elevational view of FIG. 24-a as setforth above.

FIG. 25 is a substantial perspective view showing a connection structurefor a rectangular column using the connector of the third preferredembodiment.

FIG. 26 is a substantial perspective viewr showing a connectionstructure of rectangular column using the connector of the thirdpreferred embodiment.

FIG. 27 is a perspective view partly in section of a connector accordingto a fourth embodiment of the present invention.

FIG. 28-a is a side view of the connector according to the fourthembodiment of the present invention, and FIG. 28-b is a perspective viewof essential parts showing an outflow end of an adhesive of theconnector according to the fourth embodiment of the present invention.

FIG. 29 is a perspective view of a connection joint execution such as acolumn of balloon frames, a girth using the connector according to thefourth embodiment of the present invention.

FIG. 30-a is a sectional view of essential parts in a central portion ofa connecting hole portion showing a connection joint execution using theconnector according to the fourth embodiment of the present invention;

FIG. 30-b is a sectional view of essential parts in a central portion ofa connecting hole portion showing the state after a connection jointexecution using the connector according to the fourth embodiment of thepresent invention.

FIG. 31-a is a perspective view showing the state of a scarf jointexecution performed in the execution of groundsill or the like using theconnector according to the fourth embodiment of the present invention;and

FIG. 31-b is a perspective view showing the state after the scarf jointexecution using the connector according to the fourth embodiment of thepresent invention.

FIG. 32 is a sectional view of essential parts in a central portion of aconnecting hole portion taken on line X--X of FIG. 31-a showing thestate of the scarf joint execution using the connector according to thefourth embodiment of the present invention.

FIG. 33 is a configuration view of a thrust joint execution using theconnector according to the fourth embodiment of the present invention.

FIG. 34 is a perspective view partly in section of a connector accordingto a fifth embodiment of the present invention.

FIG. 35 is a perspective view of a thrust joint execution using theconnector according to the fifth embodiment of the present invention.

FIG. 36 is a sectional view of essential parts in a central portion of aconnecting portion showing the state of the thrust execution using theconnector according to the fifth embodiment of the present invention.

FIG. 37-a is a sectional view showing a flow of adhesive agent when thestructural members of the building structure of the sixth preferredembodiment of the present invention.

FIG. 37-b is a sectional view showing a connecting structure of thebuilding structure of the sixth preferred embodiment of the presentinvention.

FIG. 38 is a perspective view showing a connecting method for thebuilding structure of the sixth preferred embodiment of the presentinvention.

FIG. 39 is a perspective view showing a connecting method for thebuilding structure of the seventh preferred embodiment of the presentinvention.

FIG. 40-a is a perspective view showing a connecting method for aconnecting structure of the building structure of the eighth preferredembodiment of the present invention.

FIG. 40-b is a perspective view showing a connecting method for aconnecting structure of the building structure of the eighth preferredembodiment of the present invention.

FIG. 40-c is a perspective view showing a connecting method for aconnecting structure of the building structure of the eighth preferredembodiment of the present invention.

FIG. 41 is a perspective view with a part being broken away to show theview before the connector of the ninth preferred embodiment of thepresent invention is connected.

FIG. 42 is a sectional view showing the connector to illustrate thestate in which the connector in the ninth preferred embodiment of thepresent invention is connected.

FIG. 43 is a perspective view showing a connecting work in which theconnectors of the ninth preferred embodiment are applied to connectingend parts of a rectangular column, and a vertical material such as abeam and a lateral material.

FIG. 44-a is a sectional view of a central part of a connecting holeshowing a state in which the connectors of the ninth preferredembodiment of the present invention to illustrate a state in which theend parts are connected with it.

FIG. 44-b is a sectional view showing a central part of a connectinghole to illustrate a state after working of the end connection using theconnectors in the ninth preferred embodiment of the present invention.

FIG. 45 is a perspective view partly broken away showing the connectorsconnected in the tenth preferred embodiment of the present invention.

FIG. 46 is a sectional view showing the connectors connected in thetenth preferred embodiment of the present invention.

FIG. 47-a is a perspective view showing an end part connecting work forconnecting an independent column and a beam using the connectorsconnected in the tenth preferred embodiment of the present invention.

FIG. 47-b is a sectional view showing a central part of a connectinghole to illustrate a state in which the end part connecting work for anindependent column and a beam using the connectors of the tenthpreferred embodiment of the present invention.

FIG. 47-c is a sectional view showing a central part of a connectinghole to illustrate a state after the end parts of ah independent columnand a beam are connected using the connectors of the tenth preferredembodiment of the present invention.

FIG. 48-a is a perspective view partly broken away before connection ofthe connectors in the eleventh preferred embodiment of the presentinvention.

FIG. 48-b is a sectional view showing a connector connected in theeleventh preferred embodiment of the present invention.

FIG. 49 is a sectional view showing a central part of the connectingpart to illustrate a state of performing the end part connection used ina connection between a beam and a cross-beam using the connectorconnected in the eleventh preferred embodiment of the present invention.

FIG. 50-a is a sectional view showing a connector to illustrate anexample of application in the eleventh preferred embodiment of thepresent invention.

FIG. 50-b is a sectional view showing a central part of a connectinghole when a foundation and a concrete foundation are connected by usingthe connector in the twelfth preferred embodiment of the presentinvention.

FIG. 51 is a view showing another example of the application of thebranch pipe engaging part.

FIG. 52 is a perspective view for showing the connector of the 13-thpreferred embodiment of the present invention.

FIG. 53-a is a side elevational view for showing the connector of the13-th preferred embodiment of the present invention.

FIG. 53-b is a substantial perspective view for showing flowing-out endof the adhesive agent of the connector of the 13-th preferred embodimentof the present invention.

FIG. 54 is a perspective view for showing a case in which an independentcolumn end is connected to a joint using the connector of the 13-thpreferred embodiment of the present invention.

FIG. 55 is a perspective view for showing a connector in the 14-thpreferred embodiment of the present invention.

FIG. 56 is a partial sectional end view for showing the connector of the15-th preferred embodiment of the present invention.

FIG. 57 is an entire perspective view for showing the connector of thethird preferred embodiment of the present invention.

FIG. 58 an entire perspective view for showing the connector of the16-th preferred embodiment of the present invention.

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS

Referring now to the drawings, one preferred embodiment of the presentinvention will be described as follows.

PREFERRED EMBODIMENT 1

FIG. 1 is a perspective view for showing a connector in the firstpreferred embodiment of the present invention, FIG. 2 is a sectionalview taken along line A--A of FIG. 1 and FIG. 3 is a substantial frontelevational view for showing an end part of each of the examples ofapplications of sectional shapes of the tubular member of the connector.

Reference numeral 1 denotes an iron connector provided with a branchpipe at a central part of the first preferred embodiment, 2 denotes ametallic rod member, 3 denotes an end part of the rod member 2 formedinto a bulged shape, 4 denotes an adhesive agent feeding into a hollowpart formed in the longitudinal direction of the central part of thetubular member 2 and having both ends opened, 5 denotes a concave orconvax part projection formed at the surface of the tubular member 2,reference numeral 6 denotes a branch pipe of synthetic resin threadablyfitted at the central part of the tubular member 2, reference numeral 7denotes a hollow part of the branch pipe communicating with the hollowpart 4 of the tubular member 2 formed at the branch pipe 6, andreference numeral 8 denotes an adhesive agent guiding groove formed in aconcave shape at a surface of the end 3 formed into a bulged shape.

FIG. 3-a illustrates that a sectional shape of the tubular member 2 isformed into a circle so as to facilitate its insertion into thecommunication hole or the like roughly cut and formed in the woodenmaterial or the like.

FIG. 3-b illustrates that the sectional shape of the rod member 2 isformed into a substantial ellipse so as to prevent a connection betweena foundation and a column, a dispersion of external force, to make areinforcement and to prevent a rotation of the member. In particular,resistance to bending stress from its major diameter direction isstrengthened. FIG. 3-c to FIG. 3-e are formed such that the end part isformed into a square or rectangle, a hexagon and a triangle so as toprevent rotation between the members and to make a suitable connectionof the members.

A connecting method for the structural members and the connectionstructure between the structural members will be described in referenceto the connector of the first preferred embodiment constructed asdescribed above.

WORKING EXAMPLE 1

FIG. 4 is a configuration view showing a dado joint coupling carried outby using the connector of the first preferred embodiment, FIG. 5 is aconfiguration view showing an abutment coupling and FIG. 6 is aconfiguration view showing a halving joint.

Reference numeral 10 denotes a joint composed of timber or laminatedwood to which a dado joint coupling working or an abutment coupling or ahalving joint coupling is applied. Reference numeral 11 denotes abracket composed of timber or laminated wood which is made in the samemanner as that of the joint 10, and reference numerals 12 and 13 denoteconnecting holes into which the tubular member 2 of the connector 1 isinserted and fitted and the connecting holes are formed by abutting theholes 12 and 13 to each other. Each of the holes is referred to as aconnecting hole as follows. Reference numerals 14, 15 and 16 denotegroove parts for arranging the branch pipes 6, 6 of the connectors 1, 1,respectively.

At the time of execution, at first, the connecting holes 12, 13 having asubstantial same diameter as or larger diameter than that of each of thetubular members 2 of the connector 1 and a length slightly longer thanthe former diameter and grooves 14, 15, 16 are formed in joint 10 andthe bracket 12. Then, the connectors 1 are inserted into the connectingholes 12 and the groove parts 14, 15, adhesive agent is applied to thesurface of the bracket 11 as required, thereafter the other side of theconnector 1 is installed in each of the connecting holes 13 and thebranch pipe 6 is installed at the groove part 16, and the joint 10 andthe bracket 11 are held horizontal so as to abut each of the abutmentsurfaces to each other. Then, the connected parts are held against theirjoined sections with a temporary nailing or a thread clamp at a locationwhere it is barely visible from the outside and Woodlock (manufacturedby Nihon Polyurethane Kogyo Co., Ltd.) acting as an adhesive agent isfed through a gun for pouring a adhesive agent (not shown) from thebranch pipe 6 and the adhesive agent is fed until it can be seen frombetween the branch pipe 6 and the circumferential walls of the grooveparts 14, 15 or 16 or until the adhesive agent overflows. In case thatthe timber is of the absorption type, the feeding of the adhesive agentis repeated two or three times. Then, the groove parts 14, 15, 16 forthe branch pipe 6 are plugged or applied with a sealing agent such aswood putty and the like. After the adhesive agent is set, the temporarynailing or thread clamp is removed.

In reference to the method for connecting structural members asdescribed above, its connection structure will be described as follows.

FIG. 7 is a substantial front elevational view for showing theconnection structure, FIG. 8 is a sectional view taken along a line B--Bof FIG. 7 for showing the connection structure and FIG. 9 is a sectionalview taken along a line B--B of FIG. 7 for schematically illustrating aflow of the adhesive agent.

Reference numerals 12' and 13' denote circumferential walls of theconnecting holes 12 and 13, reference numeral 14' denotes acircumferential wall of the groove part 14, reference numeral 17 denotesa plug made of the same wood material as that of the groove part andreference numeral 18 denotes the adhesive agents.

In FIG. 7, the rod member 2 of the connector 1 is buried within theconnecting holes 12 and 13 formed in the joint 10 and the bracket 11,and the adhesive agent 18 is filled in the connecting holes 12, 13 andbetween the circumferential walls 12', 13' and 14' of the groove part 14and the surface of the connector 1.

In FIG. 8, a closing plug 17 is provided at the groove part 14 to coverit and so that the branch pipe 6 and the like may not be seen fromoutside after a finishing process.

In FIG. 9, adhesive agent is fed from the hollow part 7 of the branchpipe 6 as indicated by an arrow, the adhesive agent passes through thehollow part 4 and fills the clearance between the surface of the tubularmember 2 and the circumferential walls 12' and 13' of the connectingholes 12 and 13. In this case, a channeling or a short pass of theadhesive agent is prevented under an effect of the buffer of theprojection 5 at the surface of the tubular member 2, and the clearanceis filled with adhesive agent without any leakage. In addition, as thefeeding of the adhesive agent 18 is continued, it can be confirmedvisually that the adhesive agent 18 rises up while filling the clearancebetween the outer surface of the branch pipe 6 and the circumferentialwall 14' of the groove part 14, resulting in that non-uniform fillingcan be prevented.

A structural strength test was carried out on an example of the presentapplication. Its result is described as follows.

Twenty timber members of 10 cm by 10 cm square with a length of 90 cmwere prepared, each of two timber members was set as one unit, fiveunits were processed with a halving joint for the preferred embodimentand the other five units were processed with a mortise and tenon whichis superior in a tensile strength as a comparative example.

In this preferred embodiment, a connecting hole with a diameter of 18φand a depth of 5 cm is drilled with a drill tool at the central part ofa halving joint working part of each of a set of wooden members. Thenthe connector 1 composed of a tubular member with a diameter of 15φ, ahollow part 5φ and a full length of 9 cm having a branch pipe with adiameter of 5φ and a hollow part 2φ threadably fitted at the centralpart was installed in the connecting hole one by one, their abutmentsurfaces were abutted to each other. Wood-Lock acting as an adhesiveagent was filled by an adhesive agent feeding gun, these three piecesparts were connected and fixed to each other to make test pieces. It wasfound after performing a tensile test for each of these test pieces thatthe pieces of the preferred embodiment had a tensile strength of 90kg/cm² or more. As opposed to this, the pieces of the comparison examplehad a tensile strength of 30 kg/cm² or less.

As apparent from the structural strength test described above, it wasfound that the connecting structure of the preferred embodiment had atensile strength more than three times that of the connecting structureof the comparison example which has been said to be superior in strengthirrespective of a disadvantageous connecting method in contrast to thecomparison example.

As described above, according to the preferred embodiment, it has beenfound that the joint of structural members such as timbers is quitesimple being the mere formation of the connecting holes and the groovepart, the connecting method is also a quite simple operation of merelyfeeding adhesive agent to the connector and a connection structurehaving superior mechanical strength can then be attained.

In addition, whether or not the sufficient application of the adhesiveagent is attained can be visually checked, so that a rigid connectionstructure having no adhering marks can be attained. In addition, it hasalso been found that the connector is protected by a carbonic film at asurface of the timber against fire with the result that collapse ofcolumns or beams is prevented and a remarkable improvement in fire-proofcharacteristics and safety due to the fact that the connector in thepreferred embodiment is buried in the timber as compared with that ofthe prior art in which the timbers are connected with the connectingfittings from outside. In view of this fact, it will take longer for awooden house to collapse substantially contributing to safety andpreventing loss of life.

The connection part is made such that the connector and the adhesiveagent may act as cores to enable tension or bending hearing stress orthe like to be accommodated with a result that an accident ofdislaminated wood of the structure during the working operation isprevented.

In addition, after completion of the building, durability is retainedagainst external forces such as earthquakes or typhoons due to theincreased mechanical strength of the connector and further it ispossible to prevent the connector from rust from a dew formation or thelike, from bulging and damaging the stone materials or concretematerials due to the fact that the surface of the connector is coveredby the adhesive agent.

WORKING EXAMPLE 2

Next are described the working example for a column and a foundation, acolumn and a cross-beam or a side joint, a lateral beam such as an upperfloor beam, a gable beam and a strut and a purlin (a ridge piece), apole plate and a tie beam and the like using the connector of the firstpreferred embodiment.

FIG. 10 shows the configuration when the column or strut or a foundationor a lateral beam (a cross-beam, a side joint, a purlin) using theconnector of the first preferred embodiment are connected. Referencesymbol 1a denotes an connector in which sectional shape is formed intoan ellipse, an adhesive agent feeding hollow part 4 having a diameter ofabout 1/2 to 1/4 of a section of it is formed at a central part and aconvex projection 5 is formed at the surface thereof, reference symbol10a denotes a connecting timber such as a column or a strut or the like,reference symbol 11a denotes a bracket timber composed of a foundationor a beam, a side joint, a purlin and the like, reference numeral 19denotes a joint surface, reference symbols 12a and 13a denote connectingholes which are formed substantially in the same diameter as an outerdiameter of the connector 1a or slightly larger than the outer diameter.

First, the connecting holes 12a, 13a and the groove part 14 for use ininserting and fitting the connector 1a are punched at the joint timber10a and the bracket timber 11a. Then, the connecting surface 19 is madesmooth so as to prevent adhesive agent from leaking. Then the connector1a is fitted and inserted so as to cause the joint timber 10a to beabutted against the bracket timber 11a. Adhesive agent is fed from thebranch pipe 6 and the feeding of the adhesive agent is continued untilthe adhesive agent can be visually confirmed between the outercircumference of the branch pipe 6 and the circumferential wall of thegroove part 14. Then, the groove part 14 is finished with putty or thelike.

The connecting structure of the structural members will be described asfollows in reference to the connecting method for the structural membersconfigured as described above.

Since the connector 1a has an ellipse shape in the present workingexample, it is possible to prevent the joint timber 10a such as a columnfrom being rotated concurrently with the connection of the connector andto connect the joint timber with the bracket timber 11a. Accordingly,even if the joint structure does not have a complex joint structure asfound in the prior art, a solid connection structure can easily beattained. In the case for example that a ridge is raised, its force isreceived at the thick walled part of the connector 1a against anexternal force applied from a front elevational surface or a rearsurface of it as viewed in the drawing, resulting in that excessivestrain can be prevented.

WORKING EXAMPLE 3

A joint between a tie beam and a cross-beam with a joggle joint(Daimochitugi) using the connector of the first preferred embodimentwill be described.

FIG. 11 shows a configuration when the joggle joint (Daimochitugi) ismade with the connector of the first preferred embodiment, FIG. 12 is asubstantial perspective view showing a connecting structure of thejoggle joint (Daimochitugi) and FIG. 13 is a substantial perspective forshowing a joint structure of the prior art general joggle joint(Daimochitugi).

Reference numeral 1b denotes a connector in which a sectional shape ofthe tubular member is formed into a square, and reference numeral 2bdenotes a tubular member in which lengths of the segments 2'b and 2"bare formed in a ratio of 2:1. Reference numeral 4 denotes a hollow part,the segment 2'b of the tubular member 2b is formed slightly larger thanthe segment 2"b so as to cause a return flow of the adhesive agent to beconcurrently carried out at the cutting part 14'b. Reference numerals10b and 10'b denote the joint timbers composed of tie beams, referencenumeral 11b denotes a bracket timber composed of a cross-beams,reference numerals 12b, 12'b and 13b denote the connecting holes,reference numeral 20 denotes a strut hole, reference numeral 21 denotesa recess cut to a width of the bracket timber 11b and the cutting part14' is formed at the central part of the recess 21.

Since the connecting method is carried out substantially in the samemanner as that of working example 1 or 2, its explanation will beeliminated.

Comparing the present working example with the prior art example showsthat in the prior art the complex cutting job for a corbel joint for thejoint timbers 10b and 10'b was performed by a skilled worker, a dowelhole subsequently formed, dowel 22 then fitted to perform a joint,although according to the present preferred embodiment, squarecommunication holes are formed with a drill and adhesive agent is merelyfed into the communication holes, resulting in that even a non-skilledworker can perform this work and the finishing work of the presentworking example is completed much faster than that of the prior art.

As described above, according to the present preferred embodiment,changing the length of the connector enables a plurality of structuralmembers to be connected at once, a shape of the rod member is formedinto a polygon such as a square or the like to prevent the member frombeing twisted under its rotation, an unskilled worker can easily connectthe member strictly in accordance with the design drawing and work timeis shortened to approximately 1/20 of that of the prior art.

WORKING EXAMPLE 4

Next, a connecting structure in manufacturing an overlapped cross-beamor overlapped beam of large sectional area or a connecting structure atan inclined joint of the laminated wood of materials at an archstructure using the connector of the preferred embodiment will bedescribed.

FIG. 14 is a substantial perspective view for showing a connectingstructure for a rectangular timber of 21 cm by 10.5 cm for an overlappedbeam in which two square columns of 10.5 cm by 10.5 cm are coupledtogether and FIG. 15 is a substantial perspective view for showing aconnection structure of an inclined joint of the laminated wood.

In FIG. 14, a connector 1c is installed in the punched connecting holes12c and 13c, the joint timber 10c and the bracket timber 10c wereabutted to each other through an adhesive agent layer, resulting in therectangular column having a large sectional area of superior structuralstrength allowing manufacture in the same manner as that of the workingexample 1.

In the prior art, the rectangular column having a large sectional areahad a low production volume and was not available insufficientquantities, so that its procurement was difficult. However, it has beenfound that the present working example enables a rectangular columnhaving a large sectional area as well as superior strength to hemanufactured on-site less-expensively manner and easier way.

In FIG. 15, the connector 1'c bent in the substantially same manner asthat of an inclined rectangular column of the inclined connectionsurface at the central part is installed in the connecting holes 12'cand 13'c punched at the joint timber 10'c and the bracket timber 11'c ofwhich joint surfaces are inclined away from each other, wherein thejoint timber 10'c is abutted against the bracket timber 11'c through theadhesive agent layer, then the arch beam member having superiorstructural strength is attained in the same manner as that of theworking example 1. In the prior art, the arch-shaped beams wereconnected by fittings, bolts and nuts or the like, resulting in an uglyouter appearance. However, it has been found that the arch-shaped beamhaving a superior outer appearance can be manufactured on-site in asimple and easy process using the present working example.

PREFERRED EMBODIMENT 2

Referring now to the drawings, the connector of the second preferredembodiment of the present invention will be described.

FIG. 16 is a sectional view for showing a connector to be used in aconnection of the cross-beam and the beam of the second preferredembodiment and FIG. 17 is a sectional view for showing essential partsin section of the connector to be used in case a concrete wall isconnected to a cross-beam of laminated wood. Reference numeral 1ddenotes the connector of the second preferred embodiment, referencenumeral 2d denotes a tubular member having a circular section, referencenumeral 3 denotes an expanded end of the connector 1d provided with theadhesive agent guiding groove, reference numeral 4 denotes a hollowpart, reference numeral 5 denotes a projection, reference numeral 6denotes a branch pipe, reference numeral 7 denotes a hollow part of thebranch pipe. Since these are substantially the same as that of the firstpreferred embodiment, similar reference numerals are attached to themand their explanation will be eliminated.

Reference numeral 23a denotes end part of a solid part of a tubularmember 2d and reference numeral 23b denotes a closing part of a solidrod provided with an anchor 23'b formed in projected shape at its basepart of the tubular member 2d. The connector 1d of the second preferredembodiment is effective in the case that the connector may not beopening well at a particulars site.

A connecting method and connection structure will be described inreference to the connector of the second preferred embodimentconstructed as described above.

FIG. 18 shows a configuration of a connection for a cross-beam and abeam and FIG. 19 is a substantial sectional view for showing aconnection part between a concrete wall and a cross-beam of laminatedwood of materials.

In FIG. 18, reference numeral 10d denotes a joint timber composed ofbeam, reference numeral 11d denotes a bracket material composed of across-beam, reference numeral 13d denotes a connecting hole, referencenumeral 24 denotes a tenon groove, reference numeral 25 denotes a buriedplug inserted into the tenon groove 24 while being closely contactedwith a wall of the bracket material 11d with a space around a branchpipe 6 of the connector being left, forming the connecting hole andhaving the connector 1d buried therein, and reference numeral 25'denotes a plug arranged at the supporting pipe after the adhesive agentis fed into the hole.

At first, the bracket material 11d is punched with the connecting hole13d into which a substantial half part of the connector 1d is buried,and the joint timber 10d is punched with the tenon groove 24 into whicha substantial half part of the connector 1d is buried. Adhesive agent isapplied to the part except for the connecting hole 13d of the bracketmaterial 11d as required and then the connector 1d is inserted into it.The joint timber 10d is inserted from the right side of the bracketmaterial 11d in such a way that the connector 1d will not be damaged,the adhesive agent is applied to both sides of the buried plug and thejoint timber 10d is struck into it. The joint timber 10d and the bracketmaterial 11d are fixed by temporarty nails, adhesive agent is fed fromthe hollow part 7 of the supporting pipe and an overflow of adhesiveagent from an opening wall part of the tennon groove 24 as well as fromthe supporting pipe 6 is visually checked and a plug 25' is filled tothe feeding port. In place of the plug 25', sealing agent may be appliedfor repair work.

In FIG. 19, reference numeral 10'd denotes a joint timber composed of alateral timber of laminated wood and the like, reference numeral 11'ddenotes a bracket timber composed of a concrete foundation or a concretewall and the like and reference numerals 12'd and 13'd denote connectingholes. Provided that the hole 13'c forming the connecting hole is madesuch that the solid rod-like part 23 of the connector 1d is buried andfixed with ballast or the like.

At first, the connector 1d is installed in the hole 12'd of the jointtimber 10'd and to the bracket timber 11'd, the adhesive agent issimilarly fed from the branch pipe hollow part 7 in the same manner asthat of the working example 1, thereafter the filled state of theadhesive agent is visually confirmed and the plug is set to connect thelateral member 10'd with the joint timber 11'd.

As described above, according to the present preferred embodiment, evenif the sufficient open space is not available for the connectorinstallation, the connection between the members can be easily carriedout. In addition, the connector is formed with a long closing part andits base part is formed with an anchor part, so it can be rigidlyconnected with the laminated wood or timber material or the like or aconcrete wall or foundation and the like and it has been found that anarch-shaped large size housing such as a gymnasium can be easilyconstructed within a short period of time.

PREFERRED EMBODIMENT 3

Referring now to the drawings, the connector of the third preferredembodiment of the present invention will be described.

FIG. 20 is a sectional view showing the connector in the third preferredembodiment, wherein FIG. 20-a is a sectional view for showing a straightconnector and FIG. 20-b is a sectional view for showing a bentconnector.

Reference numerals 1e, 1f denote the connector of the third preferredembodiment, reference numerals 2e, 2f denote the tubular members of theconnectors 1e, 1f, reference numeral 3 denotes an end part, referencenumeral 4 denotes a hollow part, reference numeral 5 denotes aprojection and these are substantially the same as that of the firstpreferred embodiment, the same reference numbers are applied so theirdescriptions will be eliminated.

A matter differing from that of the first preferred embodiment consistsin that the branch pipe 6 is not fixed to the tubular members 2e, 2f ofthe connectors 1e, 1f and the connector 1e is formed into a bent shape.

WORKING EXAMPLE 5

The connecting method and connection structure for the connector of thethird preferred embodiment constructed as related above will bedescribed.

FIG. 21 is a configuration view for showing a case in which a dado jointcoupling is carried out and FIG. 22 is a configuration view for showinga case in which an independent column is abutted against the jointtimber.

Reference numeral 1e denotes a straight connector of the third preferredembodiment, reference numerals 10e and 10'e denote a joint timbercomposed of a girder or a side beam and the like, reference numeral 11edenotes a joint bracket composed of a beam or an independent column orthe like, reference numeral 12e denotes the connecting hole formed ateach of the joint timbers 10e, 10'e, reference numeral 13e denotes apart of the connecting hole formed to be passed through the brackettimber 11e in which the lengths of the connecting holes 12e and 13e arecombined to form a length of the connector 1e and the plug (not shown).

Reference numeral 21e denotes a dado joint recess formed at the brackettimber 11e, and reference numeral 24e denotes a dado joint tenon formedin the connecting timber 10e.

Next, a connecting method using the connector of the third preferredembodiment will be described as follows.

In FIG. 21, the connecting hole 13e is made through the bracket timber11e in a horizontal direction and the connecting surface 19 is appliedwith a recess 21e for the dado joint coupling tenon 24e. The connectingtimber 10e is dropped to the connecting surface 19 from above, and thetimber is fixed by temporary nailing or a clamp so as to cause theconnecting holes 12e and 13e to be integrally formed and the connector1e is inserted from an opposite side of the connecting surface 19 of thebracket timber 11e. Then, adhesive agent is fed into the hollow part ofthe connector 1e, the adhesive agent is returned from the end part andan overflow at the feeding end is visually confirmed, thereafter thefeeding port is repaired by a plug (not shown).

In FIG. 22, the bracket timber 11e composed of joint timber 10e and anindependent column and the like is connected in the same manner as thatof the aforesaid connecting method, then the connector 1e is insertedinto connecting holes 12e, 13e and 12'e, 13'e formed in a stepwisemanner, adhesive agent is fed and the return of the adhesive agent fromthe end part and overflow there is visually checked and the finishingprocess is then carried out.

As described above, according to the present working example, it hasbeen found that the connection of the girder or the side beam or across-beam or the independent column can be carried out withoutperforming any connection work of the tenon, mortise and tenon or adovetail connection and, a cleanly connected structure having superiorstructural strength can be attained.

WORKING EXAMPLE 6

Next, the case in which the connector is inserted and fixed in a slantmanner to the bracket timber or the joint timber will be described.

FIG. 23 is a configuration view showing a of a connection between theindependent column and the lateral member, and FIG. 24-a is asubstantial perspective view for showing a diagonal bracing connectionstructure and FIG. 24-b is a substantial front elevational view of FIG.24-a.

In FIG. 23, adhesive agent is applied to the abutting surfaces of thejoint timbers 10e and 10'e composed of two lateral timber, they areabutted against the bracket timber 11e composed of independent column,temporarily fixed with temporary nailing or clamp and the like,thereafter the connecting holes are punched with a drill from the upperand lower surfaces of the joint timbers 10e and 10'e in such a way asnot to cross each other, up to the bracket timber 11e.

For the sake of convenience of description, the forming of theconnecting hole has been described as being punched during its workingoperation. However, the plug or bracket material may be formed with aconnecting hole in advance through a pre-cutting operation and 40 mayalso be applied.

Then, the connectors 1e and 1'e are inserted, adhesive agent is fed fromone end of each of the connectors 1e, 1'e, an overflow of adhesive agentfrom between the outer surface of each of the connectors 1e and 1'e andthe circumferential wall of the connecting hole is observed, thereafterthe opening of each of the connecting holes is repaired by a plug or aputty or a filling agent.

In FIG. 24, the diagonal bracing 10f is changed from its pin connectionto a rigid connection by applying adhesive agent to the abutmentsurfaces of the column 11f and the foundation 11'f and connecting themwith temporary nailing and the like and then it is connected at a slantso as not to cross with the connecting holes 26, 26' and formed at thecolumn 11f and the foundation 11'f in a cross-formed manner, thereafterthe connectors 1f and 1'f are inserted, the adhesive agent is fed fromthe opening of each of the end portions of the connectors 1f and 1'f andafter the returning of the adhesive agent is obserbed by visualinspection at the surface of each of the connectors 1f and 1'f and thecircumferential walls of the connecting holes 26, 26', the finishingprocess is carried out.

As described above, according to the present working example, since eachof the connectors can be oppositely faced against the direction of theexternal force and can be connected to disperse the external force, theresult is that the connection structure can be made into a rigidconnection structure in which each of the connectors can resist tension,compression, bending and shearing stresses and the like. In addition,since the connector itself has a certain mechanical strength, merelyinstalling the lesser number of connector enables the connectionstructure to have a structural strength more than three times that ofthe prior art system in a lesser number of working steps and it has beenfound that the working time can be remarkably shortened.

WORKING EXAMPLE 7

Next, a case in which the timbers or laminated wood of materials areconnected to each other by the connector of the third preferredembodiment so as to form the beam or a long and large column or a thickplate will be described.

FIG. 25 is a substantial perspective view for showing a connectionstructure for a rectangular column using the connector of the thirdpreferred embodiment and FIG. 26 is a substantial perspective view forshowing a connection structure of a rectangular column having a long andlarge span by connecting the rectangular columns to each other.

In FIG. 25, reference numeral 1g denotes a straight pipe-connector ofthe third preferred embodiment, reference numeral 27 denotes arectangular column of 21 cm×21 cm, reference numerals 28a, 28b and 28cdenote flat plates in which a long plate having a length of 1 m and ashort plate having a length of 50 cm are combined with each other,reference numeral 26 denotes a connecting hole formed in series in eachof the flat plates 28a, 28b and 28c, reference numeral 18 denotes anadhesive agent filled between the connector 1g and the circumferentialwall of the connecting hole 26.

As regards the connection structure of the rectangular columnconstructed as described above, its connection method will be describedas follows.

At first, each of the abutment surfaces of the long plate and the shortplate is coupled by the adhesive agent to make a flat plate 28c, theadhesive agent is applied to one surface, the long plate and the shortplate are oppositely set using against the flat plate 28 using theadhesive agent, the flat plate 28b is similarly formed as before and theflat plate 28a is made in the same procedure and connected. Afterconnection, three connecting holes 26 are made at the long plate and theshort plate of each of the layers with a drill in an inclined manner. Inthis case, the flat plate 28c is punched up to about a center point ofits thickness. The punched hole may be formed by a pre-cut in advance,to a predetermined shape and depth.

Then, adhesive agent is fed from one opening of the hollow part of theconnector 1g and fed continually until the adhesive agent 18 can bevisually confirmed to fill between the other opening of the hollow partand the circumferential wall of the connecting hole 26 after theadhesive agent returns back to the one opening. After feeding of theadhesive agents if required, when the adhesive agent is reduced in itsvolume due to an out-flow leakage or absorption in the timber material,the adhesive agent is fed again until the visual confirmation of theadhesive agent can be acknowledged and then the plug is buried or puttyis applied to it for performing a finishing work.

In FIG. 26, reference numerals 30 and 31 denote rectangular columnscomposed of laminated wood of materials.

First, the rectangular columns 30 and 31 are abutted to each others theconnector 1g is installed in the connecting holes 26, 26' punched at theend connecting surfaces of the rectangular columns 30, 31 and they areconnected in the same manner as described above.

As described above, according to the present working example, aplurality of flat plates are combined with each other to enable thelaminated rectangular columns to have superior mechanical strength witha rigid connection and manufactured in a quite simple manner and withina short period of time. In addition, it has been found that it ispossible to manufacture the rather long rectangular columns (independentcolumns) or plates having a superior physical strength and having nodeformation by properly selecting the length or number of the flatplates, selecting the connector and applying it. Since a length of therectangular column in the usual system is restricted by the Traffic RoadLaw, a long and large wooden span beam or cross-beam could not bemanufactured. However, it has been found that a long and large span beamor cross-beam having a superior structural strength can be easilymanufactured on-site using the present working example.

As described above, according to the present preferred embodiment, it ispossible to achieve a connecting method having structural strength byutilizing the strength of the connector and the adhesive agent alongwith bending, tension and shearing generated at the connection surfacesunder a slant insertion and connection of the connector and so aconnection with a wide application range can be attained. For example, aconnection can be attained between the foundations, a connection betweena column and the foundation, a connection between a column and a lateralmember, a connection between an independent column and the lateralmember, a connection between the lateral members, a connection betweenhorizontal angle braces, a connection between cross-beams, a connectionbetween a strut and a sleeper, a connection between the strut and apurlin, a connection between the clamps or a clamp and a column or alateral member, a connection between a lateral rail and a column, aconnection between a floor rail and a column, and a connection betweenan upstairs member and a down-stairs member or the like.

PREFERRED EMBODIMENT 4

FIG. 27 is a perspective view with a part being broken away for showingthe connector of the fourth preferred embodiment of the presentinvention, FIG. 28-a is a side elevational view, and FIG. 28-b is asubstantial prespective view for showing the flowing-out end of theadhesive agent.

Reference numeral 1h denotes a metallic connector in which the branchpipe is engaged with the end part of the fourth preferred embodiment,reference numeral 2'h denotes a branch pipe engaging end part of atubular member 2h, reference numeral 3h denotes an adhesive agentflowing-out end of the tubular member 2h, formed into a bulged shape,reference numeral 40 denotes two projections projected and formed atsymmetrical positions at the extreme ends of the adhesive agentflowing-out end 3h. Reference numeral 4 denotes a hollow part for theflowing-in of the adhesive agent formed at a longitudinal direction of asubstantial sectional part of the tubular member 2h. Reference numeral 5denotes a concave part or a convex part helically formed at the surfaceof the tubular member 2h. Reference numeral 41 denotes a tubular memberengaging part helically formed at the hollow part 4 of the branch pipeengaging end part 2'h of the tubular member 2h. Reference numeral 6hdenotes a synthetic resin branch pipe helically engaged to the branchpipe engaging end part 2'h of the tubular member 2h. Reference numeral42a denotes a groove formed at the end part of the branch pipe 6h andfitting an end part of a drill therein when the engagement of the branchpipe is released from the connector and the branch pipe is pulled out ofit. Reference numeral 7 denotes a branch pipe hollow part communicatingwith the hollow part 4 of the tubular member 2h formed at the branchpipe 6h. Reference numeral 43 denotes an engaging part helically formedat the end part of the branch pipe 6h and threadably engaged with thetubular member engaging part 41. Reference numeral 8h denotes anadhesive agent guiding groove formed in a concave shape at the surfaceof the adhesive agent flowing-out end 3h formed in a bulged shape.

The connecting method for structural members and the connectingconstruction between the structural members will be describedhereinbelow using the connector according to the first embodimentdesigned as described above.

WORKING EXAMPLE 8

FIG. 29 is a perspective view at the time of connection joint connectingsuch as a column of balloon frames and a girth using the connectoraccording to the fourth embodiment of the present invention; FIG. 30-ais a sectional parts in a central portion of the connecting hole showingthe state where the connection joint is executed; and FIG. 30-b is asectional view of essential parts in a central portion of the connectinghole portion showing the state where the connection joint has beencompleted. Reference numeral 44a denotes a joint timber such as a columnof balloon frames, etc.; 44b a bracket timber such as a girth and thetile; 19 a connection joint connecting surface between the joint timber44a and the bracket timber 44b; 26h a connecting hole formed incommunication with joint timber 44a and the bracket timber 44b; 45 anopening of the connecting hole portion 26h; 17 a plug; 18 an adhesiveagent pouring gun; and 18 adhesive agent poured from the branch pipe 6hand being filled until the outflow thereof is seen at the opening 45 ofthe connecting hole 26h while filling the connecting hole 26h via thehollow part 4 of the tubular member 2h and the adhesive guide groove 8h.

In execution, first, the connection hole 26h is bored by a drill or thelike, which is communicated with the connecting hole portion 14 whilefilling the connecting hole portion 14 via the hollow part 5 of thetubular member 2 and the adhesive guide groove 11.

First, the connecting hole portion 14 is bored by a drill or the like,which is communicated with the connecting surface between the jointtimber 44a and the bracket timber 44b, has a diameter slightly largerthan that of the connector and has a depth such that the central portionof the connector 1h is at the connection joint connecting surface 19.The connector 1h is inserted into the connecting hole 26h, and theprojecting ridge 40 are pierced into and mounted on the bottom of theconnecting hole 26h. The adhesive agent pouring gun 46 is mounted on theopening of the branch pipe 6h, and the adhesive agent 18 is filled. Asshown in FIG. 30-a, in filling the adhesive agent 18, the adhesive agent18 is poured from hollow part 7 of the branch pipe as indicated by thearrow and is filled in a clearance between the surface of the tubularmember 2h and the circumferential wall of the connecting hole 26hpassing through the hollow part 4. At this time, channeling and a shortpass of the adhesive agent 18 are prevented by the buffer effect of theconcave or covex parts 5 of the surface of the tubular member 2h so thatthe clearance is almost completely filled with the adhesive agent 18.

When the adhesive agent 18 further continues to be poured, it can bevisualized that the adhesive agent 18 moves up while filling theclearance between the outer surface of the branch pipe 6h and theconnecting hole 26h, thus capable of preventing non-uniform filling.

After the adhesive agent 18 has been visualized at the opening 45 of theconnecting hole 26h, the branch pipe 6h is rotated half to release theengagement thereof with the tubular member 2h. Since the tubular member2h is locked to the bottom by the projecting ridge 40, the tubularmember 2h is neither rotated nor slipped out. Next, the plug 17 is putinto the opening of the connecting hole 26h to make the surface flush.When the plug 17 is formed of the same material as that of joint timber44a, the plug 17 can be integrated with the joint timber 44a without asense of incompatibility. While in the present embodiment, the tubularmember having a circular section has been used, it is to be noted thatwhen a tubular member having a square or a triangle or ellipse insection is used, the connector can be merely inserted to prevent aconnecting material in the connection joint surface from being rotated,thus enhancing the workability.

EXPERIMENTAL EXAMPLES 1 AND 2

Seven sets of connecting test pieces were prepared with each of twocryptomeria wood pieces having a square of 10.5 cm×10.5 cm and a lengthof 115 cm being applied as one set. At test pieces, we made four sets oftest pieces in which holes of a diameter of 18φ were passed with a drillfrom an opposite side of the cryptomeria crossing at a right angletoward the abutting connecting surface and two holes of a depth of 5 cmwere punched at the connecting surface of the other cryptomeria woodpieces at a location spaced 2.5 cm from each of the end portions of thesectional line of the connecting surface so as to form connecting holesand further we made three sets of test pieces having four holes punchedat locations spaced 3.5 cm from an angular top end of the orthogonalline of the connecting surface. Next, a connector formed from a tubularmember made of metal having a diameter of 15 φ, a length of 10 cm and adiameter of a hollow part of 5φ having a branch pipe of length of 7 cmand diameter of a hollow part of 3φ engaged with the end thereof ismounted to each connecting hole. The cryptomeria wood pieces are broughtinto contact with the connecting surface, the connecting portion istemporarily fastened by a support connector or the like, and thereafter,a polyurethane family adhesive agent is filled from the branch pipe byan adhesive agent pouring gun. The back flow of the adhesive isvisualized at the opening, after which the branch pipe is removed andthe plug is mounted. After a predetermined time, the support connectoris removed and the test-piece was prepared.

The tensile test of the connecting portion was conducted using theprepared test piece. The results are given in Table 1.

                                      TABLE 1                                     __________________________________________________________________________    Tension -                                                                     E (Young's modulus): tf/cm.sup.2 Yield strength: tf Rigidity: tf/mm           Rigidity-1: Experiment value of rigidity                                      Rigidity-2: Rigidity of base metal of testpiece                                                    Yield                                                                             Yield                                                                     strength                                                                          strength                                             Testpiece                                                                              No.                                                                              E(Young)                                                                           E(AVE)                                                                            (tf)                                                                              (AVE)                                                                              Rig.-1                                                                            Rig.-2                                      __________________________________________________________________________    Exp.                                                                              TP2-1                                                                              67 56.12    5.775    16.04                                                                             14.56                                       Ex. 1                                                                             TP2-2                                                                              71 58.82    6.060    11.65                                                                             14.25                                                        59.69   6.261                                                    TP2-3                                                                              49 58.96    6.105    19.96                                                                             15.29                                           TP2-D                                                                              42 64.86    7.105    14.00                                                                             15.72                                       Exp.                                                                              TP4-1                                                                              41 56.84    9.535                                                                             (not des-                                                                          14.28                                                                             14.69                                       Ex. 2                    troyed)                                                  TP4-2                                                                              82 58.64                                                                              58.13                                                                             (9.845)                                                                           (not des-                                                                          20.73                                                                             15.21                                           TP4-3                                                                              79 59.11    (9.075)                                                                           troyed)                                                                            14.02                                                                             15.33                                       Comp.                                                                             TN-1 8  55.56    5.215    12.42                                                                             13.46                                       Ex.1                                                                              TN-2 111                                                                              60.34                                                                              60.34                                                                             1.905                                                                             3.880                                                                              15.55                                                                             15.11                                           TN-3 36 63.12    4.520    27.82                                                                             15.29                                       Comp.                                                                             TO-1 72 55.86    3.900    0.27                                                                              14.49                                       Ex. 2            58.82   3.953                                                    TO-2 83 61.78    4.005    0.41                                                                              14.97                                       Comp.                                                                             TK-1 72 55.86                                                                              55.86                                                                             1.600                                                                             1.600                                                                              0.41                                                                              13.54                                       Ex. 3                                                                         Comp.                                                                             TA-1 101                                                                              56.64    0.263    0.05                                                                              13.72                                       Ex. 4                                                                             TA-2 102                                                                              58.64                                                                              58.13                                                                             0.285                                                                             0.285                                                                              0.06                                                                              14.21                                           TA-3 103                                                                              59.11    0.301    0.06                                                                              14.32                                       __________________________________________________________________________     T = tension P = horizon 1,2,3,4 = number of jigs  1, 2, 3, D = No. of         testpiece O = Oblique scarf joint                                             K = Stool mortire and tenon N = Only butt end adhesion without jig            A = Dovetail connection joint                                            

COMPARATIVE EXAMPLES 1 TO 4

As comparative examples, cryptomeria wood piece having the same diameterand length as that of the Experimental Example 1 were used to preparethe following: three sets of butt end adhesion without a connector(Comparative Example 1), two sets of oblique scarf joints (ComparativeExample 2), one set of stool mortire and tenon (Comparative Example 3),and three sets of dovetail connection joints (Comparative Example 4).Next, the tensile test was conducted under the same conditions asExperimental Example 1. The results are given in Table 1. For theoblique scarf joint and the stool mortire and tenon, the tensile testwas conducted using the joint.

As will be apparent from Table 1, in the present Experimental Example,the tensile strength was 60 kg/cm² or more while in the comparativeexamples, the tensile strength was merely 16 kg/cm² to 40 kg/cm². Incase of the dovetail connetion joint, the tensile strength (yieldstrength) was only 2 to 3 kg/cm². With respect to the rigidity, in thepresent Experimental Example, the rigidity exceeds that of base metal insome cases (19.69 tf/mm), which is 40 to 250 times of that of theComparative Examples. It has been found that in case of the adhesiveagent alone, the rigidity is high but the yield strength is quiteuneven, and the safety is maintained by an effect of the connector.

As described above, according to the present embodiment, it has beenfound that the connecting construction excellent in mechanical strengthcan be obtained by the extremely simple processing and extremely simplework in which the connection joint processing of wood or the like merelycomprises a forming of a connecting hole by a drill.

As described above, according to the preferred embodiment, it was foundthat a connecting structure having a superior mechanical strength couldbe attained with simple machining and also an easy work in which theconnecting holes communicating and also an easy work in which theconnecting holes communicating between each of the structural memberswere punched with a drill.

WORKING EXAMPLE 9

FIG. 31-a is a perspective view showing the execution of a scarf jointwhich is performed in the execution of groundsill or the like using theconnector shown in the fourth embodiment, FIG. 31-b is a perspectiveview showing the state after execution, and FIG. 32 is a sectional viewof essential parts in the central portion of the connecting hole portiontaken on line X--X of FIG. 31-a in execution. Reference numerals 47a,47b designate scarf joint materials such as columns formed of wood orlaminated wood; 26b a connecting hole formed in communication with thescarf joint connecting surfaces of the scarf joints 47a and 47b; 45a anopening of the connecting hole 26b; 17a a plug used to cover the opening45a of the connecting hole 26b after the scarf joint to make the columnsurface flush; 46 an adhesive agent pouring gun; and 18 an adhesiveagent poured from the branch pipe 6h, the adhesive being filled untilthe outflow thereof is visualized at the opening 45a of the connectinghole 26b while filling the connecting hole 26b therewith via the hollowpart 4 of the tubular member 2h and the adhesive agent guide groove 8h.

In execution, first, the connecting hole 26b is bored by a drill or thelike, said connecting hole 26b being communicated with the scarf jointmaterials 47a and 47b and having a diameter slightly larger than that ofthe connector 1h and a depth such that the central portion of theconnector 1h is at the connecting surface of each of the scarf jointmaterials 47a and 47b. An adhesive agent is coated on the butt endsurface, and thereafter, the connector 1h is inserted into theconnecting hole 26b and the projecting ridge 40 are pierced into thebottom. The adhesive agent pouring gun 46 is attached to the opening ofthe branch pipe 6h. Next, the adhesive agent 18 is filled. As shown inFIG. 32, the adhesive agent 18 is poured from the hollow part 7 of thebranch pipe as indicated by the arrow and passes through the hollow part4. Then, the adhesive agent 18 fills a clearance between the surface ofthe tubular member 2h and the circumferential wall of the connectinghole 26b. At this time, channeling and a short pass of the adhesive 18are prevented by the buffer effect of the concave or covex part 5 of thesurface of the tubular member 2h so that the clearance is almostcompletely filled with the adhesive agent 18. When the adhesive agent 18further continues to be poured, it can be visualized that the adhesiveagent 18 moves up while filling the clearance between the outer surfaceof the branch pipe 6h and the connecting hole 26b, thus capble ofpreventing nonuniform filling.

After the adhesive agent 18 has been visualized at the opening 45a ofthe connecting hole 26b, the branch pipe 6h is rotated half to releasethe engagement thereof with the tubular member 2h. Since the tubularmember 2h is locked to the bottom of the connecting hole 26b by theprojecting ridge 40, the tubular member 2h is neither rotated norslipped out. Next, the plug 17 is put into the opening of the connectinghole 26b to make the surface flush. While in the present embodiment, thetwo pieces of tubular members having a circular section has been used,it is to be noted that when a tubular members having a square or atriangle or ellipse in section are used, one piece of the connector canbe merely inserted to prevent the scarf joints from being rotated witheach other, thus enhancing the workability.

EXPERIMENTAL EXAMPLE 3 COMPARATIVE EXAMPLE 5

The structural strength test was conducted in connection with thepresent Working Example. The results will be described below.

Twenty (20) lumbers 10 cm square and 115 cm length were prepared. Foruse with the embodiment, 5 sets each comprising two lumbers weresubjected to scarf joint processing (Experimental Example 3), and foruse with the comparative example, other 5 sets were subjected to stoolmortire and tenon processing which is excellent in tensile strength(Comparative Example 5).

Next, as the embodiment, connecting holes having a diameter of 18φ and adepth of 5 cm were bored by a drill in a central portion of a scarfjoint processing portion of each set of lumbers. Next, a connector 1hformed from a tubular member having a diameter of 15φ, and an overalllength of 9 cm at a hollow part 5φ having a branch pipe having adiameter of 5φ and a hollow part 2φ threadedly mounted thereon ismounted into a hole portion with a butt end coated with adhesive, andthe contact surface thereof is brought into contact therewith. TheWoodrock as the adhesive agent is filled by the adhesive agent pouringgun and connected to prepare a test piece. These test pieces weresubjected to the tensile test, and as a result, it has been found thatthose in the present embodiment had the tensile strength in excess of 50kg/cm². On the other hand, those in prior art merely have the tensilestrength less than 16 kg/cm².

It has been found, as will be apparent from the above-describedstructural strength test, that the connecting construction of thepresent embodiment had the tensile strength more than three times of theconnecting construction according to the conventional method, despitethe fact that the connecting method of the present embodiment isextremely disadvantageous in comparison with the conventional method.

As described above, according to the present embodiment, it has beenfound that the joint processing of structural members such as scarfjoint of lumber and the like is an extremely simple processing in whicha connecting hole is merely formed, and also in the connecting method, aconnecting construction excellent in mechanical strength can be obtainedby an extremely simple work in which an adhesive agent is coated onconnecting surface as required and the adhesive agent is poured into theconnector. In case of lumber or the like, it has been found that whenthe connector is inserted and mounted parallel with the direction offibers, the connecting strength can be increased. When materials such aslaminated wood in which the direction of fibers perpendicularlyintersects biaxial directions, it has been found that even if they areused irrespective of the direction of fibers, they have extremelystrength.

WORKING EXAMPLE 10

Next, a working example will be described which uses the connectordescribed in the fourth embodiment between the column and groundsill,between the column and horizontal member such as cross-beam, girth,upstairs beam, etc., between the side beam, post and purlin (ridgepole), and between the pole plate and tie beam.

FIG. 33 is a configuration view of the thrust-joint execution used toconnect between the column, post and groundsill, between the column,post and horizontal member (cross-beam, girth, purlin, small beam) orbetween the horizontal members using the connector described in thefourth embodiment. Reference numeral 1i designates a connector wherein ahollow part 4 for receiving an adhesive agent having a sention ofapproximately 1/2 to 1/4 is formed in the central portion and concave orconvex 5 are formed on the surface in predetermined spaced relation; 10ian insert wood which constitutes a column, post, horizontal member,etc.; 11i a receiving wood which constitutes horizontal members such asa groundsill, cross-beam, girth and purlin; 19 a connecting surface; and26i a connecting hole portion formed to be substantially equal to orslightly larger than an outside diameter of the connector 1i.

Next, the execution method of the present working example will bedescribed.

First, the bracket timber 10i is brought into contact with the jointtimber 11i, which are temporarily fastened. The connecting hole 26i isbored to receive the tubular member 2i of the connector 1i. It is notedthat the connecting hole 26i may be formed in advance. Next, theconnector 1i is inserted into the connecting hole 26i and fixed, and theadhesive agent is poured from the branch pipe 6h. The adhesive agentcontinues to be poured until the adhesive agent can be visualized at theopening 45i of the connecting hole portion 26i while filling the outerperiphery of the branch pipe 6h from the circumferential wall of theconnecting hole 26i. After the adhesive has been visualized, the branchpipe 6h is removed and the plug 17 is put into the opening of theconnecting hole portion 26i to make the surface flush.

The connecting construction will be described below in connection withthe connecting method for structural members constructed as describedabove.

In the present working example, the connector 1i is mounted and at thesame time the bracket timber 10i such as a column is prevented frombeing rotated and can be connected to the joint timber 11i. Accordingly,a rigid connecting construction can be easily obtained without dependingon the complicated connection joint structure as in prior art. Inaddition, at the time of framing completion, the connector 1i receivesexternal forces from the front and rear as viewed in the figure.Therefore, it is possible to prevent lumbers from being slipped out andfrom being opened, thus securing the safety when assembled.

PREFERRED EMBODIMENT 5

FIG. 34 is a perspective view partly in section of a connector accordingto a fifth embodiment of the present invention.

Reference numeral 4 denotes hollow part, 5 concave or convex part, 6h abranch pipe; 8h adhesive agent guiding groove;. 42a a groove part; 7 ahollow part of the branch pipe; and 43 an engaging portion. Theseelements are similar to those shown in the Embodiment 1, and adescription thereof will be omitted while using the same referencenumerals.

Reference numeral 1j denotes a metallic connector wherein a branch pipeis engaged in a hole portion for a branch pipe formed at a predeterminedportion lengthwise of the tubular member in the fifth embodiment; and 2ja metallic tubular member in the form of a hollow rod; 48 a spirallyformed hole for a branch pipe bored in a substantially central portionlengthwise of the tubular member 2j while being communicated to thehollow part 4.

WORKING EXAMPLE 11

FIG. 35 is a perspective view showing the thrust execution used toconnect beams or cross-beams using the connector according to the fifthembodiment of the present invention, and FIG. 36 is a sectional view ofessential parts in the central portion of the connecting portion showingthe execution.

Reference numeral 26 denotes a connecting hole formed in the thrustconnecting surface; 30j, 31j beams subjected to the thrust joint; 14j abranch pipe mounting groove cut to mount the branch pipe 6h in thecontact surface of the connecting hole 26c; 49 an opening of the branchpipe mounting groove 14j; and 17 an adhesive agent.

In the execution of the present embodiment, first, the connecting hole26c is bored by a drill or the like, said connecting hole 26c beingcommunicated with the contact surfaces of the beams 30j, 31j subjectedto the thrust and having a diameter slightly larger than that of theconnector and a depth such that the central portion of the connector 1jis at the connecting surface of each of the beams 30j, 31j. The branchpipe 6h mounting groove 14j is formed in the contact surface of oneconnecting hole 26c communicated. Next, the tubular member 2j with whichis engaged the branch pipe 6h is inserted into the connecting holeportion 14c communicated with the contact surface, and the beams 30j,31j are brought into contact therewith and temporarily fastened by meansof support connector or the like.

Next, the adhesive agent pouring gun 46 is attached to the opening ofthe branch pipe 6h. The adhesive agent 18 is filled in the connectinghole. 26c until the adhesive agent 18 is visualized at the opening 49 ofthe branch pipe mounting groove 14j while filling the connecting hole26c via the hollow part 4 of the connector 1j. As shown in FIG. 37, theadhesive agent 18 is poured from the hollow part 7 of the branch pipe asindicated by the arrow and passes through the hollow part 4. Then, theadhesive 18 fills a clearance between the surface of the tubular member2j and the circumferential wall of the connecting hole 26c as samemanner as that of the aforesaid fourth embodiment.

The structural strength test was conducted in connection with thepresent working example. The results will be described below.

EXPERIMENTAL EXAMPLES 4 AND 5

The branch pipe and crystomeria wood pieces in the Experimental Example1 were prepared except that as connectors, three connectors made ofmetal having a diameter of 15φ, a diameter 5φ of the hollow part and alength of 10 cm (Experimental Example 4) and three connectors having alength of 36 cm (Experimental Example 5) are used.

At parts 2.5 cm from both ends of a central transverse line of the buttend surface of the end of each cedar, a hole portion having a diameterof 18φ and a length of approximately 6 cm (Experimental Example 4) and ahole portion having a diameter of 18φ and a length of approximately 19cm (Experimental Example 5) are bored by a drill to form connectingholes. Next, two branch pipe mounting grooves are cut and formed by arouter in one of the paired crystomeria wood pieces in parallel from theconnecting hole portion toward both outer sides as shown in FIG. 36. Theconnector of the Experimental Example 4 or 5 is mounted in twoconnecting hole portions of the pair of crystomeria wood pieces and thebranch pipe mounting groove, both the crystomeria wood pieces arebrought into contact with each other and fastened by the support jig,and after this, the polyurethane family adhesive agent is filled fromthe branch pipe by the adhesive pouring gun. After the backflow of theadhesive has been visualized at the opening, the branch pipe is removedand the plug is mounted. After the adhesive agent has been solidified,the bending strength test was conducted in accordance with theconventional manner. The results are given in Tables 2 and 3.

                  TABLE 2                                                         ______________________________________                                        Bend - (Yield strength)                                                                        Yield                                                        Testpiece        strength                                                                              E (Young modulus)                                    B = bend         (kgf)   (tf/cm.sup.2)                                        ______________________________________                                        Exp.    B2-100-1     323.67  57.18                                            Ex.     B2-100-2     394.52  57.30                                            4, 5    B2-100-3     339.77  66.94                                                    B2-100-3     339.77  66.94                                                    B2-360-1     1024.10 55.17                                                    B2-360-2     1107.90 60.06                                                    B2-360-3     842.19  61.03                                            Comp.   BK-1         106.28  --                                               Ex.     BK-2         178.74  --                                               5, 6    (Reversed                                                                     bend)                                                                         BO-1         454.11  --                                               ______________________________________                                         B = Bend K = Stool mortire and tenon O = Oblique scarf joint                  Bx - y - t B: Bending test                                                    x: number of connecting jigs y: length of jig                            

                  TABLE 3                                                         ______________________________________                                        Bend - (Rigidity)                                                                       Rigidity (kgf/mm)                                                               Displacement                                                                              Displacement                                                                             Calculated                                 Testpiece   at 10 mm    at 20 mm   value                                      ______________________________________                                        Exp.   B2-100-1 18.7452     13.6911  16.581                                   Ex.    B2-100-2 20.7945     16.8854  16.616                                   4, 5   B2-100-3 14.8562     12.8331  19.411                                          B2-360-1 17.2634     16.7372  15.998                                          B2-360-2 17.5938     16.7847  17.416                                          B2-360-3 18.5793     17.7816  17.698                                   Comp.  BK-1     3.758       2.964    --                                       Ex.    BK-2     8.537       7.056    --                                       5,6    (Reversed                                                                     bend)                                                                         BO-1     13.932      13.758   --                                       ______________________________________                                         B = Bend K = Stool mortire and tenon O = Oblique scarf joint                  Bx = y - t B: Specimen for bending test                                       X: number of jig y: length of jig t: testpiece No.                       

COMPARATIVE EXAMPLES 6 AND 7

The cedar of the Experimental Example 1 was used to prepare test piecesfor stool mortire and tenon and oblique scarf joint. The bending testwas conducted in a manner similar to the Experimental Example 4. Theresults are given in Tables 2 and 3.

As will be apparent from Tables 2 and 3, in the present embodiment, thebending yield strength (kgf) is 330 kgf to 1100 kgf, whereas in theComparative Examples, the bending yield strength is 100 kgf in the stoolmortire and tenon and 450 kgf in the oblique scarf joint.

It has been found from the foregoing that the connection simply affordedwith the bending yield strength that has been never attained by priorart can be obtained by changing the length and the number of theconnectors. Also, with respect to the rigidity, in the presentembodiment, the rigidity close to that for onepiece article is obtainedand the rigidity higher than that of prior art can be obtained.

From the foregoing, according to the present embodiment, it has beenfound that a wide span can be employed, a structure close to rigidconnection (close to the Rahmen structure) from a pin structure indesign results, and the design will have a width and an extent.

As will be apparent from the aforementioned structural strength test,according to the connecting method of the present embodiment, the samerigidity as that of the onepiece article despite the extremely simpleconnecting method in comparison with the conventional connecting methodcan be obtained. Therefore, beams of lengthy span having a largesection, girthes and so on that have been heretofore difficult to beavailable can be easily obtained in field. Further, fragments or thelike can be effectively used.

PREFERRED EMBODIMENT 6

FIG. 37-a is a sectional view for showing a flow of adhesive agent whenthe structural members of the building structure of the sixth preferredembodiment of the present invention are connected. FIG. 37-b is asectional view for showing a connection structure. FIG. 38 is asectional view for showing the connecting method.

In FIG. 37, reference numerals 30j, 31j denote structural memberscomposed of an laminated wood or the like. 26c: a connecting hole of aconnector formed to be communicated with the abutment surface of each ofthe structural members 30j, 31j. 1j: a connector composed of acylindrical member 2j buried in the connecting hole 26c of the connectorand of a branch pipe 6h removably and threadably engaged with the branchpipe engaging hole punched in a longitudinal predetermined part of thecylindrical member 2j. 4: a hollow part for use in feeding adhesiveagent formed at an axial central part of the connector 1j. 18; anadhesive agent that flowed from the hollow part 4 of the cylindricalmember 2j of the connector 1j into the cylindrical member 2j asindicated by an arrow in FIG. 38-a and filled in a clearance between theouter surface and the connecting hole 26c. 46: an adhesive agent feedinggun. 48: a branch pipe engaging hole where thread or engaging part isformed to be communicated with the hollow part 4 of the cylindricalmember 28. 19a, 19b: connecting surfaces of the structural members 30j,31j. 50: a convex wall enclosing a circumference of the connectingsurface 19b. 51: an adhesive agent accumulation part formed at theconvex wall 50 having an edge part with a width of about severalmilimeters to several cm made by scooping out an inside part of theconnecting surface 19b to a shallow depth of 0.01 to several cm inresponse to the size of the coupling or end part. 52: an air dischargepart also acting as the branch pipe installation groove formed at theconnecting surface 19b of the structural member 31j by cutting from theend part of the connecting hole 26c towards the outer surface thereof.17: a plug.

In reference to the connection structure for a building structure of thepreferred embodiment constructed as described above, its connectingmethod will be described as follows.

Connecting holes 26c are punched at the connecting surfaces 19a, 19b ofthe structural members 30j, 31j, and an air discharge part 52 alsoacting as the branch pipe installation groove is cut and formed in thestructural member 30j. The connecting surface of the structural member31j is scooped out shallow except for the convex wall 50 to form aconcave part of the adhesive agent accumulation part 51. Then, thecylindrical member 2j of the connector 1j is installed in the connectinghole 26c and the branch pipe 6h is installed in the air discharge part52, and the connecting surfaces 19a, 19b of the structural members 30j,31j are abutted. Adhesive agent 18 is fed by an adhesive agent feedinggun 46. The adhesive agent 18 is filled while discharging air in theclearance between the outer circumferential surface of the cylindricalmember 2j and the connecting hole 26c through the branch pipe 6h and thehollow part 4 of the cylindrical member 2j, and finally reaches theadhesive agent accumulation part 51. The adhesive agent 19 is filledwhile pushing out the air from the lower part of the adhesive agentaccumulation part 51 and the adhesive agent is returned back from theair discharge part 52. After checking the return flow of the adhesiveagent with eyes, the branch pipe 6h is pulled out, the plug 17 isinserted into the hole flush with its surrounding surface so as tocomplete the connection structure. If the structure is temporarily fixedby a supporting connector or a nailing until the adhesive agent is set,its operability can be improved.

The adhesive agent accumulation part 51 may be formed such that asynthetic resin tape or sheet adheres to the outer circumference of theconnecting surface 19b in place of the scooping out the connectingsurface 19b.

As described above, according to the connecting structure of the sixthpreferred embodiment, the connecting part can scarcely be seen fromoutside which improves its outer appearance and the adhesive agent isforcedly applied at the connecting surface to enable connection strengthat the connecting part to be remarkably improved while operatingtogether with the connector.

PREFERRED EMBODIMENT 7

FIG. 39 is a perspective view for showing a connecting method for thebuilding structure of the seventh preferred embodiment. The firstdifferent feature of FIG. 39 different from the sixth preferredembodiment in FIG. 38 is that the branch pipe 6k of the connector 1k isformed short, fixed to the cylindrical member 2k and buried in theconnecting part. The second different feature consists in that anenclosing groove 54 is formed inside a part near the outer circumferenceof the connecting surface 19b of the structural member 31j, and a sealmember 55 composed of a packing or the like is fitted into the enclosinggroove 54. The third different feature consists in that the adhesiveagent accumulation groove 56 formed by an edging working is formed atthe adhesive agent accumulation part 51k enclosed by the seal member 55.The fourth different feature consists in that the adhesive agentaccumulation part 51k is formed by a clearance between the connectingsurface 19a of the structural member 30j and the seal member 55 at theconnecting surface 19b of the structural member 31j.

In reference to the connection structure of the building structure ofthe preferred embodiment constructed as described above, its connectingmethod will be described as follows.

First, an adhesive agent is fed from the branch pipe 6k with theadhesive agent feeding gun in the same manner as that shown in the sixthpreferred embodiment. Adhesive agent flowing out of the hollow parts 4at both ends of the connector 1k is filled in the connecting hole 26c,flows to the adhesive agent accumulation part while discharging air atthe adhesive agent accumulation groove 56 or the adhesive agentaccumulation part 51k through the air discharge part 52. Upon visualconfirmation of the return flow of the adhesive agent between the airdischarge part 52 and the branch pipe 6k, the adhesive agent feeding gunis pulled out and a plug 17 is applied to the air discharge part 52.

As described above, according to the connection structure of the seventhpreferred embodiment, it is possible to get a connection structurehaving a strong end connection with adhesive agents at the adhesiveagent accumulation part 51k and the adhesive agent accumulation groove56 enclosed by the seal member 55 and having a quite strong connectionstructure caused by the connector 1k and the connecting hole 26c.

In place of the seal member 55 of the preferred embodiment, a sealmember having the part of the sir discharge part 52 cut may be used. Inparticular, this is effective when the diameter of the air dischargepart 52 is narrow. In addition, in the preferred embodiment, anenclosing groove 54 is formed only at one connecting surface and bothenclosing grooves may be formed at both connecting surfaces. This isapplied to prevent leakage of the adhesive agent. With such anarrangement, the air discharge part 52 may be formed in shallow at anopposing surface of each of the connecting surfaces, and the connectingholes 26c may be formed to the same length, resulting in that theconnecting holes 26c can be easily formed.

PREFERRED EMBODIMENT 8

FIGS. 40-a, 40-b and 40-c are perspective views respectively showing aconnecting method in the connection structure in a building structure ofthe eighth preferred embodiment.

The first different feature differing from that of the sixth preferredembodiment shown in FIG. 38 consists in that the adhesive agentaccumulation part 58 not coated with any adhesive agent and an adhesiveagent applying part 59 coated with adhesive agent when the structuralmembers 30j, 31j are connected are formed by a seal material 57 composedof double-surface tape or seal or the like arranged to adhere at theouter circumference of the connecting surface 19b of the structuralmember 31j or on the connecting surface.

In reference to the connection structure of building structure of thepreferred embodiment constructed as described above, its connectingmethod will be described as follows.

At first, after installing the connector, adhesive agent of non-foamingtype or foaming type is applied to the adhesive agent coating part 59 toconnect the connecting surfaces. Then, adhesive agent is fed to theconnector 1j and the work is carried out in the same manner as that ofthe preferred embodiment No.6.

As described above, according to the preferred embodiment, since eachadhesive agent accumulation part 58 and adhesive agent coating part 59is formed, the type of adhesive agent at each of the component parts canbe changed and the connection strength at the connecting surfaces can beimproved and a fast operation time achieved. That is, as the adhesiveagent to be fed into the connecting hole 26c, foaming adhesive agent ofpolyurethane system is used, the adhesive agent is filled to theconnecting hole 26c or corners of the adhesive agent accumulation part58 with pressure during foaming action, and also adhesive agent having astrong adhering strength with a non-foaming resin such as epoxy resin iscoated to the adhesive agent applying part 59, thereby not only itsoperability can be improved, but also a strong connection can be easilyattained.

After installing the branch pipe 6h to the air discharge part 52, theseal material 57 may be arranged at the connecting surface 19a having anair discharge part 52.

PREFERRED EMBODIMENT 9

FIG. 41 is a perspective view with a part being broken away to show theview before the connector in the ninth preferred embodiment of thepresent invention is connected. FIG. 42 is a sectional view showing theconnector to illustrate the state in which the connector of the ninthpreferred embodiment is connected. 100 denotes a metallic connector inwhich the branch pipe and two connectors are removably connected to eachother and engaged to each other through the hollow part. 1l denotes ametallic hollow cylindrical connector. 5 denotes a concave or convexpart formed at the side surface of the connector 1l. 60 denotes a convexend part engaging part threadably engaged with the connecting end partengaging part formed at an end part of the other connector 1l formedhelically at the end part of the connector 1l. 4 denotes a hollow partfor use in flowing the adhesive agent formed in a longitudinal directionof the central part of the connector 1l and opened at both ends thereof.61 denotes a concave end part engaging part threadably fixed and engagedwith the connecting end part engaging part 60 or the like of the otherconnector 1l formed helically at the end hollow part of the connector1l. 62 denotes a coaxial branch pipe engaging part with the end partengaging part 61 at the end part of the connector 1l and helicallyformed at the hollow part 4 in a stepwise manner. 42a denotes anadhesive agent guiding groove formed in a concave manner at the end partengaging part 60 of the connector 1l. 42a denotes an adhesive agentguiding groove formed in a concave manner at the end part engaging part60 of the connector 1l. 6h denotes a metallic branch pipe threadablyengaged with the branch pipe engaging part 62 of the connector 1l. 7denotes a branch pipe hollow part communicating with the hollow part 4of the connector 1l formed at the branch pipe 6h. 43 denotes a branchpipe engaging part helically formed at the end part of the branch pipe,threadably engaged with the branch pipe engaging part 62 of theconnector 1l and engaged with it. 63 denotes a drive engaging groove forengaging with a screw drive when the connector 1l and the branch pipe 6hare engaged to each other or when they are disengaged from each other.

Instead of forming the end part engaging part 61 and the branch pipeengaging part 62 in a stepwise manner, the end part engaging part 61 andthe branch pipe engaging part 62 can be integrally formed in a frustumof a circular cone. With such an arrangement, the branch pipes 6h havingdifferent diameters can be freely selected in response to the workposition or the kind of adhesive agent.

In reference to the connector having the connector of the ninthpreferred embodiment constructed as described above, its connectingmethod for the structural members and the connecting structure betweenthe structural members will be described as follows.

WORKING EXAMPLE 12

FIG. 43 is a perspective view for showing a connection in which a squarecolumn, and a vertical member such as beam and a lateral member areconnected at their ends using the connector having the connectors of theninth preferred embodiment of the present invention connected thereto.FIG. 44-a is a sectional view for showing a central part of theconnecting hole to illustrate the work operation. FIG. 44-b is asectional view for showing a central part of the connecting hole toillustrate the state after the work operation. 100a denotes a connectorhaving three connectors 1l connected to each other. 6h denotes a branchpipe. 44a denotes a vertical member such as a square column. 44b denotesa lateral member such as a beam. 19 denotes a connecting surface of eachof the vertical members 44a and the lateral members 44b. 26h denotes aconnecting hole formed in such a way that the connecting surface 19 ofeach of the vertical members 44a and the lateral members 44b arecommunicated to be slightly larger than a diameter of the connector 100ain advance with a in precut system or at work position. 45 denotes anopening of the connecting hole 26h. 17 denotes a plug made of wood orsynthetic resin to apply a 11d for the opening 45 of the connecting hole26h flush with the surface of the square column after the end portionsare connected to each other. 46 denotes an adhesive agent feeding gun.18 denotes an adhesive agent of epoxy resin or poyurethane system whichis fed from branch pipe 6h, passes through hollow part 4 of theconnector 1l, fills at the outer surface of the connector 100a and theinner wall of the connecting hole 26h and further fills until the flowout of the agent is visually confirmed at an opening 45 of theconnecting hole 26h.

First, the connector 100a having the branch pipe 6h engaged with the endpart branch pipe engaging part 62 is inserted into the connecting hole26h. The adhesive agent feeding gun 46 is installed at the opening ofthe branch pipe 6h. Then the adhesive agent 18 is filled into theconnecting hole 26h through the hollow part 6 until the return back ofthe adhesive agent 18 is visually confirmed at the opening 45 of theconnecting hole 26h. As shown in FIG. 45-a, the adhesive agent 18 is fedfrom the branch pipe hollow part 7 as indicated by an arrow, theadhesive agent is passed through the hollow part 4 of the connector 1land further fills a clearance between the surface of the connector 100aand the circumferential wall of the connecting hole 26h. At this time,any channeling or short-pass of the adhesive agent 18 is prevented underan effect of the buffer of the concave or convex part 5 at the surfaceof the connector 100a and the adhesive agent 18 is filled into theclearance without producing any leakage from it.

In addition, continuation of feeding of the adhesive agent 18 is enabledto be visually confirmed as the agent rises, filling the clearancebetween the outer surface of the branch pipe 6h and the connecting hole26h, resulting in that nonuniform filling of adhesive agent can beprevented.

Upon visual check of the adhesive agent at the opening 45 of theconnecting hole 26h, the branch pipe 6h is rotated half way to releasefrom an engaged state with the connector 100a. Then, the plug 17 isinserted into the opening 45 of the connecting hole 26h flush with it.Using the same material of the plug 17 as that of the vertical member44a enables the plug to be integrally formed with the vertical member44a when the flush insertion is made. In the preferred embodiment, threeconnectors 1l having a circular section are connected. However, thenumber of connectors to be connected and the shape of the connector maybe varied in response to the size of or shape of the structural membersto be connected. Using the connector having a square cross-section or atriangular section or an elliptical section prevents the abutting endmaterials from being rotated merely by insertion of the connector,resulting in that its operability can be further improved.

Then, we performed the structural strength test for the preferredembodiment with the Japanese cryptomeria wood piece of 10.5 cm×10.5 cm.As a result, it was found that the connection strength (a tensile) atthe connecting part of the preferred embodiment has a value of 56kg/cm². As a comparative example, in the prior art method, the tenoninsertion and a dovetail end connection were carried out to measure theconnection strength, resulting in that its value was a quite low valueof 5 kg/cm² or less. In view of this fact, an additional plug couplingof the strongest one in the prior art was compared with the mortise andtenon couplings. Strength of each of the couplings was 35 kg/cm² and 16kg/cm², respectively.

This fact showed that the connecting structure using the connector ofthe preferred embodiment had a connection strength (a tensile) more than18 times of the prior art dovetail end connection and more than 1.5 to3.5 times of the coupling connection. In addition, in view of rigidityvalue, it was found that it has a rigidity more than 28 to 220 timesgreater than the prior art.

PREFERRED EMBODIMENT 10

FIG. 45 is a perspective view with a part broken away showing theconnector in the tenth preferred embodiment of the present invention.FIG. 46 is a sectional view for showing the connector having connectorsconnected in the tenth preferred embodiment of the present invention.

100b denotes a connector having each of connectors 1n at both ends ofthe connector 1m. 1m denotes a hollow connector having a wall surfaceengaging part for connecting the other connector to both ends and alongitudinal predetermined part and a branch pipe engaging part. 5mdenotes a concave part of the convex or concave part formed at the rearsurface of the connector 1m. 60m denotes a convex end part engaging partthreadably engaged with the end part engaging part for connection formedat the end part of the other connector helically formed at the end partof the hollow connector 1m. 4m denotes a hollow part for feedingadhesive agent formed in a T-shape at a central part in a longitudinaldirection of the connector 1m and having both ends opened. 61m denotes aconcave wall surface engaging part punched to be communicated with thehollow part 4m at a predetermined longitudinal part of the connector 1mand threadably engaged with the other connector. 62m denotes a branchpipe engaging part cooperatively and threadably engaged with the wallsurface engaging part 61m. 42m denotes an adhesive agent guiding grooveformed in a concave shape at the end part engaging part 60m of theconnector 1m.

1n denotes a metallic hollow rectangular rod-like connector. 5n denotesa concave part of the convex or concave part formed at the rear surfaceof the connector 1n. 5'n denotes a concave part of the convex or concavepart formed at the front surface of the connector 1n. 60n denotes aconvex end part engaging part threadably engaged with the end partengaging part forked at the other connector threadably formed at one endof the connector. 4n denotes an adhesive agent feeding hollow part ofwhich both ends formed in a longitudinal direction of the central partof the connector 1n are opened. 61n denotes a concave end part engagingpart threadably engaged with the connecting end part engaging part 60mof the other connector 1m threadably formed at the hollow part at oneend of the connector 1n. 62n denotes a branch pipe connecting partthreadably formed at the hollow part at the end part of the connector1n. 42n denotes an adhesive agent guiding groove formed in a concaveshape at the end part engaging part 60n of the connector 1n.

In the case that the connectors 1m and 1n applied such that only theconnectors are engaged, it is not necessary to form the branch pipeconnecting parts 62m, 62n.

In reference to the connector having the connectors connected in thetenth preferred embodiment of the present invention constructed asdescribed above, the connecting method for connecting the structuralmembers and the connection structure between the structural members willbe described as follows.

WORKING EXAMPLE 13

FIG. 47-a is a perspective view for showing a state in which anindependent column and a beam are connected at their ends using theconnector having the connectors of the tenth preferred embodiment of thepresent invention connected to each other. FIG. 47-b is a sectional viewfor showing a central part of the connecting part to illustrate thestate of work operation. FIG. 47-c is a sectional view for showing acentral part of the connecting part to illustrate the state after workoperation.

The reference numeral 100c denotes a connector in which the branch pipeengaging part is not provided at the end part engaging part, oneconnector 1n is connected to one connecting end part engaging part ofthe connectors 1m of the preferred embodiment No.10 of hollow part ofdifferent diameter and two connectors are connected to the other endpart engaging part. 44a denotes a vertical member. 44b and 44c denotelateral members to be connected to the vertical member 44a. 14m denotesa branch pipe installing cutting groove formed at the abutment surfaceof the connecting hole 26m of the lateral member 44b for use ininstalling the branch pipe 6h. 64 denotes an opening at the branch pipeinstallation groove 14m. 17 denotes a plug acting as a cap for theopening 64 of the branch pipe installation groove 14m after end partconnection and made of wood or synthetic resin and flush with thesurface of the beam. 46 denotes an adhesive agent feeding gun. 18denotes an adhesive agent of epoxy resin or polyurethane resin fed fromthe branch pipe 6h and filled until the flow out of the adhesive agentis visually confirmed at the opening 64 of the branch pipe installationgroove 14m while the connecting hole 26m is being filled through thehollow part of the connector 100c.

First, the branch pipe installation groove 14m at the abutment surfaceof the square connecting hole 26m or the connecting hole 26m of thelateral member 44b is formed to be communicated with a substantialcentral part at the abutment surfaces of the vertical member 44a,lateral members 44b, 44c to be connected, have a slightly largerdiameter than that of the connector 100c and a slightly deeper than thelength of the connector 100c or the connecting hole 26m of the lateralmember 44b in advance. The connector 100c having the branch pipe 6hengaged therein is installed in the connecting hole 26m communicatedwith the abutment surface so as to cause the vertical member 44a to beabutted against the lateral members 44b, 44c.

Then, the adhesive agent feeding gun 46 is installed at the opening ofthe branch pipe 6h, and the adhesive agent 18 is filled into theconnecting hole 26m until the adhesive agent passes through the hollowpart of the connector 100c and its return back is visually checked atthe opening 64 of the branch pipe installation groove 14m. As shown inFIG. 48-b, the adhesive agent 18 is fed at the hollow part 7 of thebranch pipe as indicated by an arrow, the adhesive agent passes throughthe hollow part of the connector 100c and fills the clearance betweenthe surface of the connector 100c and the circumferential wall of theconnecting hole 26m. In this case, channeling or short pass of theadhesive agent 18 is prevented by the effect of buffer of the convex orconcave part 5n at the surface of the connector 100c and then theadhesive agent 18 is filled into the clearance without possibility ofleakage. In addition, continuing to feed the adhesive agent 18 causesthe adhesive agent to return back to the opening 64 while filling theclearance between the outer surface of the branch pipe 6h and theinstalling groove 14m and this can be visually confirmed, resulting inthat nonuniform filling can be prevented. Upon visual confirmation ofthe return back flow of the adhesive agent 18 at the opening 64, thebranch pipe 6h is rotated half way and the engaging state with theconnector 100c is released. Then, the plug 17 is installed flush withthe opening 64.

As apparent from the preferred embodiment, the connectors having hollowparts of different diameter are combined with each other to enable theadhesive agent return back time of each to be substantially concurrent,the connector of required length and shape can easily be made at theworking position, resulting in that more than three vertical members orlateral members can be connected by one connector 100c and one time feedoperation of the adhesive agent is enough for operation. Since thesection of the connector 100c is square, the lateral members 44b and 44care not rotated, its operability can be improved and its workcharacteristics are superior. Since one connector can be buried andfixed between the lateral members 44b, 44c and the vertical member 44a,it is possible to make remarkable improvements in bending stress,tensile stress and compression stress and the like.

PREFERRED EMBODIMENT 11

FIG. 48-a is a perspective view with a part broken away showing thestate before connecting the connector in the eleventh preferredembodiment of the present invention. FIG. 48-b is a sectional viewshowing a connector having the connectors of the eleventh preferredembodiment of the present invention connected thereto.

The numeral 1l denotes a metallic connector, 5 denotes a convex orconcave part, 60, 61 denote end part engaging parts, 4 denotes a hollowpart, 42a denotes an adhesive agent guiding groove, 6h denotes a branchpipe, 7 denotes a branch pipe hollow part, 43 denotes an engaging part,63 denotes a screw driver engaging groove and they are similar to thoseof the ninth preferred embodiment, so the same reference numerals areapplied to them and their descriptions are eliminated.

The numeral 1l denotes a connector where one end of the hollow part isclosed, a convex or concave anchor part is provided at a surface of theclosing end part and a connecting end part engaging part at alongitudinal predetermined part and the other end. 100d denotes aconnector in which the connector 1l of the ninth preferred embodiment isconnected to the end part engaging part of the connector unit 1p. 5pdenotes a convex or concave part formed at the surface of the connector1p. 60p denotes an end part engaging part removably connected to theother connector at one end of the connector 1p and communicated with thehollow part and engaged. 4p denotes an adhesive agent flowing hollowpart formed in a longitudinal direction of the central part of theconnector 1p and opened at one end thereof. 62p denotes a branch pipeengaging part communicated up to the hollow part at a longitudinalpredetermined part of the connector, punched, removably connected to thebranch pipe 6h and formed into a threaded shape to be communicated withthe hollow part.

In reference to the connector in the eleventh preferred embodiment ofthe present invention constructed as described above, the connectingmethod for the structural members and the connection structure betweenthe structural members will be described as follows.

WORKING EXAMPLE 14

FIG. 49 is a sectional view for showing a central part of the connectingpart to illustrate the state of end part connection to be used inconnection of a beam and a cross-beam or the like using the connectorhaving the connectors of the eleventh preferred embodiment of thepresent invention connected to each other. The numeral 100d denotes aconnector in which the connector 1l of the ninth preferred embodiment isconnected to the connector 1p. 11p denotes a bracket timber. 10p and10'p denote joint timbers abutted against the bracket timber 11p. 26pdenotes a connecting hole formed to be communicated with the connectingsurfaces of the bracket timber 11p and the joint timber 10'p. 14pdenotes a branch pipe installation groove formed at the opening of theconnecting hole 26p which is not the connecting surface of the brackettimber 11p. 64p denotes an opening of the branch pipe installationgroove 14p.

First, the connecting hole 26p having a depth such as to be communicatedwith the abutment surfaces of the bracket timber 11p and the jointtimber 10'p performing the end connection, having a slightly largerdiameter than that of the connector 100d and causing the central part ofthe connector 100d to come to a connecting surface of the bracket timber11p and the joint timber 10'p is punched with a drill and the like inadvance. The opening of the connecting hole 26p not at the connectingsurface of the bracket timber 11p is formed with the groove 14p for usein installing the branch pipe 6h. Then, the connector 100d having thebranch pipe 6h engaged therewith is inserted into the connecting hole26p, and the bracket timber 11p and the joint timber 10'p are abutted toeach other. Since the feeding method of the adhesive agent is similar tothat of the preferred embodiment No.13, its description will beeliminated. Application of the connector 100d of the preferredembodiment is effective when the connector may not be inserted betweenthe joint timber 10p and the bracket timber 11p for the sake of thelaminated wood order.

PREFERRED EMBODIMENT 12

FIG. 50-a is a sectional view showing a connector to illustrate anexample of application of the connector in the eleventh preferredembodiment of the present invention.

In the figure 1l denotes a connector of the ninth preferred embodiment.The numeral 6h denotes a branch pipe. The numeral 7 denotes a branchpipe hollow part. Since they are similar to those shown in the eleventhpreferred embodiment, the same reference numerals are applied and theirdescription will be eliminated.

In the figure 1q denotes a connector in which a closing part of theconnector 1p of the eleventh preferred embodiment is elongated and ananchor part 65 is provided at the end part of the closing part. 100edenotes a connector in which the connector 1l of the ninth preferredembodiment is connected to the connector 1q.

As an example of application, the end part having no opening of theconnector of the eleventh preferred embodiment is elongated. However,the end part engaging part connected to the other connector is disposedat the closing end (not shown) and the cylindrical connector having ananchor part may be connected.

In reference to the connector in the twelfth preferred embodiment of thepresent invention constructed as described above, the connecting methodof the structural members and the connection structure between thestructural members will be described as follows.

WORKING EXAMPLE 15

FIG. 50-b is a sectional view for showing the central part of theconnecting hole when a column and a foundation, and a concretefoundation are to be connected or worked using the connector in whichthe connector of the twelfth preferred embodiment is connected. Thenumeral 66 denotes a concrete foundation. The numeral 67 denotes afoundation connected to the concrete foundation 66. The numeral 68denotes a column connected to the foundation. The numeral 26q denotes aconnecting hole formed to be communicated with the foundation 67 and thecolumn 68. The numeral 14q denotes a branch pipe installation grooveformed at the abutment surface of the foundation 67. The numeral 64qdenotes an opening of the branch pipe installation groove 14q.

First, when the concrete foundation 66 is applied, the connector 100e isburied at such a depth that it may be engaged with the branch pipe 6h soas to complete the concrete foundation 66. The branch pipe engaging partis temporarily sealed with tape in order to prevent concrete fromflowing into the branch pipe engaging part and preferably the concreteapplication is performed. Then, a connecting hole 26q is punched with adrill to such a depth that the remaining part buried in the concretefoundation 66 is buried in the foundation 67 and the column 68 with aslightly larger diameter than that of the connector 100e at the abutmentsurfaces of the foundation 67 and the column 68. The abutment surface ofthe foundation 67 is formed with the branch pipe installation groove14q.

Then the connector 100e is inserted into the connecting hole 26q of thefoundation 67 to cause the concrete foundation 66, foundation 67 andcolumn 68 to be abutted to each other. Since the feed method of theadhesive agent 18 is similar to that of the preferred embodiment No.13,its description will be eliminated. Feeding is carried out until theadhesive agent 18 returns back to the opening 64q of the branch pipeinstallation groove 14q where the adhesive agent 18 is visuallyconfirmed, resulting in that the connection of the branch pipe 6h isreleased and the plug (not shown) is applied to the opening 64q so as tocomplete the work operation.

As apparent from the preferred embodiment, the connectors having anchorsare combined with each other, the wooden members or concrete or stonemembers can be simply connected.

In the preferred embodiment, the branch pipe and the connector iscarried out by a threaded engagement and the engaging method for thebranch pipe and the connector may be carried out by fitting or othermethods as shown in FIG. 51 if they may be fixed or removed.

PREFERRED EMBODIMENT 13

FIG. 52 is a perspective view for showing the connector of the 13-thpreferred embodiment of the present invention.

FIG. 53-a is a side elevational view of FIG. 52 and FIG. 53-b is asubstantial perspective view for showing a flowing-out end of theadhesive agent.

Reference numeral 1s denotes a metallic connector of the 13-th preferredembodiment. 70 denotes a metallic round tubular member, 3s denotes anadhesive agent flowing-out end of the tubular member 70 formed into abulged shape. 40s denotes two projection parts projected and formed atthe symmetrical positions of the extreme ends of the adhesive agentflowing-out end 3s. 71 denotes a concave part punched in a substantialU-shape extending from the end part to the end of the outer surface ofthe tubular member 70. 5s denotes a concave or a convex part formedhelically at the surface of the tubular member 70. 72 denotes apipe-like part of which one end is extended at the end part of theconcave part 71 of the tubular member 70 and the other end is extendedfrom the other end of the tubular member 70 and fitted to the concavepart 71. 8s denotes an adhesive agent guiding groove formed in a concaveshape at the surface of the adhesive agent flowing-out end 3s formed ina bulged shape.

A method for connecting the structural members will be described inreference to the connector of the 13-th preferred embodiment constructedas above.

FIG. 54 is a perspective view for showing a case in which theindependent column and the joint member are connected by using theconnector of the 13-th preferred embodiment of the present invention. 73denotes a metallic wire of stainless steel for use in fixing the tubularmember 70 to the pipe-like part 72. 44a denotes a joint timber such asan independent column and the like. 44b denotes a bracket timber such asa joint and the like. 19 denotes a connecting surface at the end part ofthe joint timber 44a and the bracket timber 44b. 26s denotes aconnecting hole formed to be communicated with the connecting surface 19of the joint timber 44a and the bracket timber 44b. 45 denotes anopening of the connecting hole 26s. 17 denotes a wooden or syntheticresin plug for covering the opening 45 of the connecting hole 26s afterconnecting the end part to cause the opening to be in flush with thesurface of the column member.

The work is carried out in the same manner as that of the example No.8of the work.

PREFERRED EMBODIMENT 14

FIG. 55 is a perspective view for showing the connector in the 14-thpreferred embodiment of the present invention. The difference of theconnector it of the 14-th preferred embodiment of the present inventionagainst the connector of the first preferred embodiment consists in thefact that the pipe-like part 72t is bent at both ends of the tubularmember 70t, engaged there and the branch pipe 74 is threadably engagedwith the opening thereof.

As described above, according to the preferred embodiment of the presentinvention, mere bending of the pipe-like part 72t into the tubularmember 70t enables the pipe-like part 72t to be engaged with it, so thatthe pipe-like part 72t can be quite easily installed at the tubularmember 70t and even if the connecting hole is deep, extension of thebranch pipe enables the connected structure having a high withstandforce to be attained at a predetermined location.

PREFERRED EMBODIMENT 15

FIG. 56 is a partial sectional end view for showing the connector of the15-th preferred embodiment of the present invention and FIG. 57 is anentire perspective view of the connector.

The difference of the connector 1u of the 15-th preferred embodimentagainst the connectors of the 13-th and 14-th preferred embodimentsconsists in the facts that the pipe-like branch pipe 74u is threadablyengaged with the branch pipe hole 18 punched at the central part of thepipe-like part 72t, and the openings at both ends of the pipe-like part72t are opened at the adhesive agent guiding groove 8u.

The connector 1u of the 15-th preferred embodiment is a modifiedembodiment of the fifth preferred embodiment and it is apparent that ithas a solid connecting structure similar to those of the experimentalexample Nos.4 and 5.

According to the present preferred embodiment, it has been found thatthe connecting structure having a withstand force more than 3 to 10times of that of the prior art connecting structure can be attained withthe connector having a quite simple shape of which manufacturing isquite easy.

PREFERRED EMBODIMENT 16

FIG. 58 is a sectional view for showing the connector of the 16-thpreferred embodiment of the present invention.

1v denotes the connector of the 16-th preferred embodiment. 70v denotesthe rod member in which a fitting concave part is formed up to thepredetermined part. 70'v denotes a concrete burying part having theconcave part for installing cement at a predetermined part of the outercircumferential surface for burying the concrete and formed with ananchor part 70"v at the end part thereof. 72v denotes a pipe-like partof which one end is opened at an adhesive agent guiding groove 8v andthe other end is bent at a right angle at a predetermined part of therod member 70v, vertically installed, fitted and fixed. 74v denotes apipe-like branch pipe installed at the opening part at the end part ofthe pipe-like part 72v.

The connector of the 16-th preferred embodiment is an example ofapplication of the second preferred embodiment of the present inventionand it has been found that the connector may have a similar effect asthose of these preferred embodiment with a simple structure.

I claim:
 1. A connector comprising an elongate member having an axialgroove formed at an outer circumference thereof in a longitudinaldirection and a pipe-like part fitted to said groove with one endthereof being opened at a first end of said elongate member and theother end of said pipe-like part being extended from a second end ofsaid elongate member wherein the pipe-like part fits within said grooveso that the pipe-like part fits within the outer circumference of saidelongate member and said connector further comprising a plurality ofspike like protrusions originating at said first end of said elongatemember wherein said spike like protrusions engage the bottom of a borehole and thereby provide a space between the bottom of said bore holeand said first end thereby facilitating flow of an adhesive from saidfrom said pipe-like part, said spike like protrusions further impedingthe ability of said connector to rotate in said bore hole.
 2. Aconnector as set forth in claim 1 in which a pipe-like branch pipe isremovably inserted into one opening of said pipe-like part.
 3. Aconnector as set forth in claim 1 in which at least one of said ends ofsaid elongate member is further formed with an adhesive agent guidinggroove wherein said adhesive agent groove is thereby formed transaxialto said elongate member.
 4. A connector as set forth in claim 3 in whichsaid adhesive agent guiding groove of said elongate member iscommunicated with said axial groove of said elongate member and anopening of at least one end of said pipe-like part is opened at saidadhesive agent guiding groove.
 5. A connector as set forth in claim 1 inwhich the pipe-like part fitted to said axial groove is fixed to saidelongate member by welding or with adhesive agent.
 6. A connector as setforth in claim 1 in which an outer circumferential surface of saidelongate member is formed with a concave or convex part.